| SSR 2019-20 BUILDING WORKS | ||||||||
| Sr. No. | Chapter | SSR Item No. | Reference No. | Description of the item | Additional Specification | Unit | Completed Rate excluding GST In Rs. |
Labour Rate excluding GST In Rs. |
| 713 | Excavation | 21.02 | BDA 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | Bd.A.1 Page No. 259 |
Cubic Metre | 157.00 | 92.00 |
| 714 | Excavation | 21.04 | BDA 1 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means | Bd.A.1 Page No. 259 |
Cubic Metre | 196.00 | 116.00 |
| 715 | Excavation | 21.06 | BDA 2 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means |
Bd.A.2 Page No. 259 |
Cubic Metre | 172.00 | 102.00 |
| 716 | Excavation | 21.08 | BDA 2 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) By Mechanical Means | Bd.A.2 Page No. 259 |
Cubic Metre | 215.00 | 127.00 |
| 717 | Excavation | 21.10 | BDA 3 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means | Bd.A.3 Page No. 259 |
Cubic Metre | 191.00 | 112.00 |
| 718 | Excavation | 21.12 | BDA 3 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means | Bd.A.3 Page No. 259 |
Cubic Metre | 236.00 | 139.00 |
| 719 | Excavation | 21.14 | BDA 4 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means | Bd.A.4 Page No. 259 |
Cubic Metre | 329.00 | 230.00 |
| 720 | Excavation | 21.16 | BDA 4 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means |
Bd.A.4 Page No. 259 |
Cubic Metre | 402.00 | 284.00 |
| 721 | Excavation | 21.17 | BDA 5 | Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (Lift upto 1.5m) By Mechanical Means | Bd.A.5 Page No. 259 |
Cubic Metre | 670.00 | 358.00 |
| 722 | Excavation | 21.18 | BDA 5 | Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means | Bd.A.5 Page No. 259 |
Cubic Metre | 795.00 | 443.00 |
| 723 | Excavation | 21.19 | BDA 5 B1 | Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Lift upto 1.5m) By Mechanical Means | Bd.A.5 Page No. 259 |
Cubic Metre | 932.00 | 369.00 |
| 724 | Excavation | 21.20 | BDA 6 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means | Bd.A.6 Page No. 260 |
Cubic Metre | 1027.00 | 715.00 |
| 725 | Excavation | 21.21 | BDA 7 | Excavation for foundation in laterite rock (soft or hard) including trimming and levelling the bed for the foundation, removing the excavated material up to a distance of 50 metres beyond the building area, stacking as directed, dewatering and back filling with available murum, watering, ramming etc. complete. (Lift upto 1.5 m.) By Mechanical Means | Bd.A.7, Page No. 260 |
Cubic Metre | 1159.00 | 715.00 |
| 726 | Excavation | 21.22 | BDW | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. |
As directed by Engineer in charge. | Square Metre | 82.00 | 5.00 |
| 727 | Excavation | 21.23 | BDW | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per square metre of vertical surface area covering 10 years guarantee on bond paper. | As directed by Engineer in charge. | Square Metre | 86.00 | 5.00 |
| 728 | Excavation | 21.24 | BDW | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. |
As directed by Engineer in charge. | Square Metre | 83.00 | 6.00 |
| 729 | Excavation | 21.25 | BDW | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. | As directed by Engineer in charge. | Square Metre | 136.00 | 20.00 |
| 730 | Excavation | 21.26 | BDW | Providing antitermite treatment to the wooden frames of doors/windows of the existing building as per I.S. 6313 (Part-III) by drilling 6mm dia. holes at four corners on one side and four corners on other side at a downward angle of about 45 degree at the junction of wood work and masonary and injecting 150 ml. of chlorodane 5% W.C. and sealing by filling putty etc. complete covering 2 years guarantee on bond paper. |
As directed by Engineer in charge. | Number | 58.00 | 8.00 |
| 731 | Excavation | 21.27 | BDW | Providing antitermite treatment to the joints of wooden beams/joist used for the roof work of the existing building as per I.S. 6313 (Part-III) by drilling 6mm dia. holes at a downward angle of about 45 degree at the junction of wood work and masonary and injecting 80 ml. of chlorodane 5% W.C. and sealing by filling putty etc. complete covering 2 years guarantee on bond paper. | As directed by Engineer in charge. | Number | 46.00 | 14.00 |
| 732 | Excavation | 21.28 | BDW | Providing antitermite treatment to the sides of flooring of the existing building as per I.S. 6313 (Part-III) by punching holes 6mm dia. drilled at a distance of 30cm. centre to centre and injecting one percent of chlorodane emulsion concentrate at the rate of 50 ml per hole and sealing by filling putty etc. complete covering 2 years guarantee on bond paper. | As directed by Engineer in charge. | Number | 21.00 | 8.00 |
| 733 | Excavation | 21.29 | BDW | Providing antitermite treatment around the periphery of the existing building as per I.S. 6313 (Part-III) by excavating trenches of 20cm width and exposing the sides of columns and plinth beams upto a depth of 300mm and injecting one percent of chlorodane emulsion concentrate at the rate of 2.25 litres per Rmt and refilling the trenches etc. complete covering 2 years guarantee on bond paper. | As directed by Engineer in charge. | Running Metre | 53.00 | 29.00 |
| 734 | Excavation | 21.30 | BDW | Providing general pest control services to the building to control the nuisance of cockroaches, lizards, pin bores and other insects etc. with 4 operations in a year and monthly check up. | As directed by Engineer in charge. | Square Metre | 20.00 | 7.00 |
| 735 | Excavation | 21.31 | BDW | Providing general pest control services to small size of inspection chamber to control the nuisance of cockroaches during the year with monthly check up. |
As directed by Engineer in charge. |
Number | 147.00 | 92.00 |
| 736 | Excavation | 21.32 | BDW | Providing general pest control services to big size of inspection chamber to control the nuisance of cockroaches during the year with monthly check up. |
As directed by Engineer in charge. |
Number | 296.00 | 122.00 |
| 737 | Excavation | 21.33 | BDW | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. |
As directed by Engineer in charge. |
Square Metre | 6.00 | 6.00 |
| 738 | Excavation | 21.34 | BDW | Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. |
As directed by Engineer in charge. |
Square Metre | 4.80 | 4.80 |
| 739 | Excavation | 21.36 | BDA 10 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. | Bd.A.10 Page No. 262 |
Cubic Metre | 96.00 | 96.00 |
| 740 | Excavation | 21.37 | BDA 11 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | Bd.A.11 Page No. 263 |
Cubic Metre | 440.00 | 96.00 |
| 741 | Excavation | 21.38 | BDA 12 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
Bd.A. 12 Page No. 264 |
Cubic Metre | 1050.00 | 345.00 |
| 742 | Excavation | 21.39 | BDA 13 | Providing and filling in the foundation with sand of approved quality including watering, compacting etc. complete. (To be executed with prior approval of Superintending Engineer) |
Bd.A.13 Page No. 264 |
Cubic Metre | 2021.00 | 96.00 |
| 743 | Excavation | 21.40 | BDA | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | As directed by Engineer in charge. |
Cubic Metre | 1055.00 | 348.00 |
| 744 | Pile Foundation: Building | 22.01 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 RCCsingle rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement, compaction of concrete including chipping and dressing including chipping and dressing if required etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 679.00 | 143.00 |
| 745 | Pile Foundation: Building | 22.02 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete of M2O grade RCC single rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 865.00 | 217.00 |
| 746 | Pile Foundation: Building | 22.03 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for single rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1118.00 | 313.00 |
| 747 | Pile Foundation: Building | 22.04 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for single rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1407.00 | 436.00 |
| 748 | Pile Foundation: Building | 22.05 | Bd-B | Providing and laying M-20 RCC cast in situ single rim bored pile of 535 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1779.00 | 565.00 |
| 749 | Pile Foundation: Building | 22.06 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for single rim bored pile of 600 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2120.00 | 694.00 |
| 750 | Pile Foundation: Building | 22.07 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 684.00 | 143.00 |
| 751 | Pile Foundation: Building | 22.08 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 884.00 | 217.00 |
| 752 | Pile Foundation: Building | 22.09 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1135.00 | 313.00 |
| 753 | Pile Foundation: Building | 22.10 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1494.00 | 436.00 |
| 754 | Pile Foundation: Building | 22.11 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for double rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 784.00 | 143.00 |
| 755 | Pile Foundation: Building | 22.12 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for double rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1113.00 | 217.00 |
| 756 | Pile Foundation: Building | 22.13 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for double rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1619.00 | 313.00 |
| 757 | Pile Foundation: Building | 22.14 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-20 for double rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2238.00 | 436.00 |
| 758 | Pile Foundation: Building | 22.15 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 814.00 | 143.00 |
| 759 | Pile Foundation: Building | 22.16 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1177.00 | 217.00 |
| 760 | Pile Foundation: Building | 22.17 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 1735.00 | 313.00 |
| 761 | Pile Foundation: Building | 22.18 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2417.00 | 436.00 |
| 762 | Pile Foundation: Building | 22.19 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 535 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 3449.00 | 565.00 |
| 763 | Pile Foundation: Building | 22.20 | Bd-B | Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for in situ double rim bored pile of 600 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete.concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 4456.00 | 694.00 |
| 764 | Pile Foundation: Building | 22.21 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 325 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by concrete prepared by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. concrete by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2145.00 | 1082.00 |
| 765 | Pile Foundation: Building | 22.22 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 350mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremiearrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2225.00 | 1104.00 |
| 766 | Pile Foundation: Building | 22.23 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 400 mm diameter.or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2393.00 | 1149.00 |
| 767 | Pile Foundation: Building | 22.24 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 425mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2485.00 | 1173.00 |
| 768 | Pile Foundation: Building | 22.25 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 475mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 2722.00 | 1229.00 |
| 769 | Pile Foundation: Building | 22.26 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 500mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 3115.00 | 1418.00 |
| 770 | Pile Foundation: Building | 22.27 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 525 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 3328.00 | 1449.00 |
| 771 | Pile Foundation: Building | 22.28 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 550 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 3449.00 | 1481.00 |
| 772 | Pile Foundation: Building | 22.29 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 600 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 3709.00 | 1551.00 |
| 773 | Pile Foundation: Building | 22.30 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 625 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 4041.00 | 1588.00 |
| 774 | Pile Foundation: Building | 22.31 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 650 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 4185.00 | 1627.00 |
| 775 | Pile Foundation: Building | 22.32 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 750 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 4918.00 | 1798.00 |
| 776 | Pile Foundation: Building | 22.33 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 800 mm diameter. or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 5269.00 | 1892.00 |
| 777 | Pile Foundation: Building | 22.34 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 825 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 5929.00 | 2165.00 |
| 778 | Pile Foundation: Building | 22.35 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 900 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 6517.00 | 2323.00 |
| 779 | Pile Foundation: Building | 22.36 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 975 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 7150.00 | 2493.00 |
| 780 | Pile Foundation: Building | 22.37 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 1000 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 7375.00 | 2554.00 |
| 781 | Pile Foundation: Building | 22.38 | Bd/B-4 P-270 | Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 1050 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in- charge includingplacing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Running Metre | 7836.00 | 4019.00 |
| 782 | Pile Foundation: Building | 22.39 | Bd/B-2 P-269 | Chiseling through pile shells in hard strata like boulders, soft and hard rocks Upto and inclusive of 550 mm diameter including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. | As directed by Engineer in charge | Rig Hour | 789.00 | 789.00 |
| 783 | Pile Foundation: Building | 22.40 | Bd/B-2 P-269 | Chiseling through pile shells in hard strata like boulders, soft and hard rocks Beyond 550 mm and upto and inclusive of 750 mm dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. | As directed by Engineer in charge | Rig Hour | 1051.00 | 1051.00 |
| 784 | Pile Foundation: Building | 22.41 | Bd/B-2 P-269 | Chiseling through pile shells in hard strata like boulders, soft and hard rocks Beyond 750 mm and upto and inclusive of 900 mm dia including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. | As directed by Engineer in charge | Rig Hour | 1317.00 | 1317.00 |
| 785 | Pile Foundation: Building | 22.42 | Bd/B-2 P-269 | Chiseling through pile shells in hard strata like boulders, soft and hard rocks Beyond 900 mm and upto and inclusive of 1050 mm dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. | As directed by Engineer in charge | Rig Hour | 2077.00 | 2077.00 |
| 786 | Pile Foundation: Building | 22.43 | Bd/B-8 P-271 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position upto 400 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. | As directed by Engineer in charge | Number | 89381.00 | 70366.00 |
| 787 | Pile Foundation: Building | 22.44 | Bd/B-8 P-271 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 400 mm and upto to 550 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. | As directed by Engineer in charge | Number | 107396.00 | 88381.00 |
| 788 | Pile Foundation: Building | 22.45 | Bd/B-8 P-271 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 550 mm and upto 650 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. | As directed by Engineer in charge | Number | 146475.00 | 127460.00 |
| 789 | Pile Foundation: Building | 22.46 | Bd/B-8 P-271 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 650 mm and upto 750 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. | As directed by Engineer in charge | Number | 183090.00 | 164075.00 |
| 790 | Pile Foundation: Building | 22.47 | Bd/B-8 P-271 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 750 mm and upto 825 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. | As directed by Engineer in charge | Number | 219753.00 | 197127.00 |
| 791 | Pile Foundation: Building | 22.48 | Bd/B-8 P-271 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 825 mm and upto 900 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. | As directed by Engineer in charge | Number | 254489.00 | 231863.00 |
| 792 | Pile Foundation: Building | 22.49 | Bd/B-8 P-271 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 900 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. | As directed by Engineer in charge | Number | 316432.00 | 293807.00 |
| 793 | Pile Foundation: Building | 22.50 | Empty boring for 325 to 400 mm dia bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) |
As directed by Engineer in charge | Running Metre | 478.00 | 478.00 | |
| 794 | Pile Foundation: Building | 22.51 | Empty boring for 425 to 500 mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) |
As directed by Engineer in charge | Running Metre | 553.00 | 553.00 | |
| 795 | Pile Foundation: Building | 22.52 | Empty boring for 525 to 600 mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) |
As directed by Engineer in charge | Running Metre | 1102.00 | 1102.00 | |
| 796 | Pile Foundation: Building | 22.53 | Empty boring for 625 to 700 mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) |
As directed by Engineer in charge | Running Metre | 1136.00 | 1136.00 | |
| 797 | Pile Foundation: Building | 22.54 | Empty boring for 725 to 1050 mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) |
As directed by Engineer in charge | Running Metre | 1219.00 | 1219.00 | |
| 798 | Pile Foundation: Building | 22.55 | Chipping and dressing of the R.C.C. piles upto 0.60 meterincluding cleaning reinforcement and removal of dismantled materials upto a distance of 50 meter beyond the building area etc. for providing pile caps. Spec :(As directed by Engineer in Charge |
As directed by Engineer in charge | Number | 597.00 | 597.00 | |
| 799 | Pile Foundation: Building | 22.56 | Providing bentonite slurry process for various diameter of piles vide Item Nos 1 (i to xxiv) above. Spec : (As directed by Engineer in Charge) |
As directed by Engineer in charge | Running Metre | 66.00 | 24.00 | |
| 800 | Pile Foundation: Building | 22.57 | Providing placing and Driving in position 6 millimeter mild steel liner for R.C.C. Piles upto required depth with 12mm thick mild steel cutting edge of 0.50m length at bottom including fabricating cutting the mild steel sheet to required diameter and shape ,welding the joints and driving with the help of required machineries including all materials labours and lifts etc. complete as directed by the Engineer in charge. Upto 3.00 meter deep liner | As directed by Engineer in charge | Metric Tonne | 72796.00 | 16767.00 | |
| 801 | Pile Foundation: Building | 22.58 | Providing placing and Driving in position 6 millimeter mild steel liner for R.C.C. Piles upto required depth with 12mm thick mild steel cutting edge of 0.50m length at bottom including fabricating cutting the mild steel sheet to required diameter and shape ,welding the joints and driving with the help of required machineries including all materials labours and lifts etc. complete as directed by the Engineer in charge. Spec :(As directed by Engineer in Charge From 3.00 to 9.50 meter deep liner |
As directed by Engineer in charge | Metric Tonne | 75858.00 | 19829.00 | |
| 802 | Pile Foundation: Building | 22.59 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand, complete. (Excluding steel reinforcement) | As directed by Engineer in charge | Cubic Metre | 5903.00 | 1730.00 | |
| 803 | Pile Foundation: Building | 22.60 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand, complete. (Excluding steel reinforcement) |
As directed by Engineer in charge | Cubic Metre | 6073.00 | 1730.00 | |
| 804 | Pile Foundation: Building | 22.61 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) complete. (Excluding steel reinforcement) |
As directed by Engineer in charge | Cubic Metre | 6221.00 | 1730.00 | |
| 805 | Structural Steel Work | 23.01 | BDC 2 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. | Bd.C.2 Page No. 275 |
Metric Tonne | 73844.00 | 12733.00 |
| 806 | Structural Steel Work | 23.02 | BDC 3 | Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. | Bd.C.3 Page No. 275 |
Metric Tonne | 70576.00 | 11609.00 |
| 807 | Structural Steel Work | 23.03 | BDC 6 | Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete. | Bd.C.6 Page No. 277 |
Metric Tonne | 70819.00 | 11304.00 |
| 808 | Structural Steel Work | 23.04 | BDC 8 | Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. | Bd.C.8 Page No. 278 |
Metric Tonne | 87744.00 | 27031.00 |
| 809 | Structural Steel Work | 23.05 | BDC | Providing and fixing 50 mm. dia. medium class G.I.pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. | As directed by Engineer in charge. | Square Metre | 5837.00 | 3117.00 |
| 810 | Structural Steel Work | 23.06 | BDC | Providing and erecting structural steel for sakav with all bracing gusset plates etc. as per detailed design and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/welded connection and oil painting with 2 coats of approved quality and shade etc. complete. complete. | As directed by Engineer in charge. | Metric Tonne | 91817.00 | 29885.00 |
| 811 | Structural Steel Work | 23.07 | BDC | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. : As directed by Engineer-in-charge. | B-18 Page No. 78 | Metric Tonne | 82972.00 | 18006.00 |
| 812 | Structural Steel Work | 23.08 | BDC | Providing Gas or Electrical welding for structural steel section, plates as per detailed drawing. For less than 10 mm thick section. | B.18, Page No 78 | Centimetre | 9.00 | 6.00 |
| 813 | Structural Steel Work | 23.09 | BDW 6A | Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 kg. to 20 kg. Per Sq.m.) Spec.No.: As directed by Engineer- in-charge. |
Spec. No. As directed byEngineer in Charge. | Square Metre | 1529.00 | 212.00 |
| 814 | Structural Steel Work | 23.11 | Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. Spec. No. : As directed by Engineer-in-charge. |
Spec. No. As directed byEngineer in Charge. | Metric Tonne | 88039.00 | 18006.00 | |
| 815 | Structural Steel Work | 23.12 | Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete. | Spec. No. As directed byEngineer in Charge. | Metric Tonne | 95149.00 | 18006.00 | |
| 816 | Plain Cement Concrete | 24.01 | BDE 1 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. E. 1 Page No. 287 |
Cubic Metre | 4766.00 | 1300.00 |
| 817 | Plain Cement Concrete | 24.04 | BDE 2 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E.2 Page No. 288 and B.7 Page No 38 | Cubic Metre | 5179.00 | 1300.00 |
| 818 | Plain Cement Concrete | 24.06 | BDE 2 | Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E.2 Page No. 288 and B.7 Page No 38 | Cubic Metre | 5456.00 | 1300.00 |
| 819 | Plain Cement Concrete | 24.08 | BDE 4 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E.4 Page No. 289 and B-7, Page No.38 | Cubic Metre | 5179.00 | 1300.00 |
| 820 | Plain Cement Concrete | 24.10 | BDE 4 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E.4 Page No. 289 and B-7, Page No.38 | Cubic Metre | 5456.00 | 1300.00 |
| 821 | Plain Cement Concrete | 24.12 | BDE 7 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap / granite /quartzite/ gneiss metal for arches including skew backs as per detailed drawing or as directed in superstructure including steel centering, formwork, compacting, finishing with minimum thickness of 1:3 cement plaster to give a smooth and even surface or roughening them if special finish is to be provided and curing and finishing if required complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer. complete, . With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E.7 Page No 291 and B-7 Page No .38 | Cubic Metre | 9357.00 | 2870.00 |
| 822 | Plain Cement Concrete | 24.14 | BDE 5 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E. 5/Page No. 290/I.S. 456 (2000) | Cubic Metre | 5179.00 | 1300.00 |
| 823 | Plain Cement Concrete | 24.15 | BDE 5 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer etc. complete, With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E. 5/Page No. 290/I.S. 456 (2000) | Cubic Metre | 5456.00 | 1300.00 |
| 824 | Plain Cement Concrete | 24.16 | BDE 3 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E. 3/Page No. 288/I.S. 456 (2000) | Cubic Metre | 5179.00 | 1300.00 |
| 825 | Reinforced Cement Concrete | 25.11 | BDF 3 | Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.3 Page No. 298 and B.7, Page No.38 | Cubic Metre | 5704.00 | 1692.00 |
| 826 | Reinforced Cement Concrete | 25.13 | BDF 3 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.3 Page No. 298 and B.7, Page No.38 | Cubic Metre | 5846.00 | 1692.00 |
| 827 | Reinforced Cement Concrete | 25.15 | BDF 3 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.3 Page No. 298 and B.7, Page No.38 | Cubic Metre | 5989.00 | 1692.00 |
| 828 | Reinforced Cement Concrete | 25.17 | BDF 3 | Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.3 Page No. 298 and B.7, Page No.38 | Cubic Metre | 6060.00 | 1692.00 |
| 829 | Reinforced Cement Concrete | 25.19 | BDF 3 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.3 Page No. 298 and B.7, Page No.38 | Cubic Metre | 6245.00 | 1692.00 |
| 830 | Reinforced Cement Concrete | 25.31 | BDF 5 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.5 Page No. 300 and B.7, Page.No. 38 |
Cubic Metre | 11252.00 | 4288.00 |
| 831 | Reinforced Cement Concrete | 25.33 | BDF 5 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.5 Page No. 300 and B-7,Page No 38. |
Cubic Metre | 11394.00 | 4288.00 |
| 832 | Reinforced Cement Concrete | 25.35 | BDF 5 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork,cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.5 Page No. 300 and B.7, Page.No. 38 |
Cubic Metre | 11536.00 | 4288.00 |
| 833 | Reinforced Cement Concrete | 25.37 | BDF 5 | Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC without SCAD Aenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.5 Page No. 300 and B.7, Page.No. 38 |
Cubic Metre | 11608.00 | 4288.00 |
| 834 | Reinforced Cement Concrete | 25.39 | BDF 5 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.5 Page No. 300 and B.7, Page.No. 38 |
Cubic Metre | 11679.00 | 4288.00 |
| 835 | Reinforced Cement Concrete | 25.50 | BDF 6 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6 Page No. 300 and B.7, Page No.38 | Cubic Metre | 9908.00 | 4104.00 |
| 836 | Reinforced Cement Concrete | 25.52 | BDF 6 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6 Page No. 300 and B.7, Page No.38 | Cubic Metre | 10050.00 | 4104.00 |
| 837 | Reinforced Cement Concrete | 25.54 | BDF 6 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6 Page No. 300 and B.7, Page No.38 | Cubic Metre | 10193.00 | 4104.00 |
| 838 | Reinforced Cement Concrete | 25.56 | BDF 6 | Providing and laying Cast in situ/Ready Mixcement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6 Page No. 300 and B.7, Page No.38 | Cubic Metre | 10264.00 | 4104.00 |
| 839 | Reinforced Cement Concrete | 25.58 | BDF 6 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6 Page No. 300 and B.7, Page No.38 | Cubic Metre | 10478.00 | 4104.00 |
| 840 | Reinforced Cement Concrete | 25.70 | BDF 8 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.8 Page No. 302 and B.7, Page No.38 | Cubic Metre | 12037.00 | 4788.00 |
| 841 | Reinforced Cement Concrete | 25.72 | BDF 8 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.8 Page No. 302 and B.7, Page No.38 | Cubic Metre | 12181.00 | 4788.00 |
| 842 | Reinforced Cement Concrete | 25.74 | BDF 8 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.8 Page No. 302 and B.7, Page No.38 | Cubic Metre | 12324.00 | 4788.00 |
| 843 | Reinforced Cement Concrete | 25.76 | BDF 8 | Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.8 Page No. 302 and B.7, Page No.38 | Cubic Metre | 12396.00 | 4788.00 |
| 844 | Reinforced Cement Concrete | 25.78 | BDF 8 | Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.8 Page No. 302 and B.7, Page No.38 | Cubic Metre | 12612.00 | 4788.00 |
| 845 | Reinforced Cement Concrete | 26.05 | BDF 9 | Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.9 Page No. 303 and B.7, Page No.38 | Cubic Metre | 11199.00 | 4788.00 |
| 846 | Reinforced Cement Concrete | 26.07 | BDF 9 | Providing and laying Cast in situ/Ready Mixcement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.9 Page No. 303 and B.7, Page No.38 | Cubic Metre | 11343.00 | 4788.00 |
| 847 | Reinforced Cement Concrete | 26.09 | BDF10 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite / quartzite / gneiss metal for R.C.C. canopy as per detailed designs and drawings including steel centering, formwork, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing etc. complete (excluding reinforcement), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.8 Page No. 303 and B.7, Page No.38 | Cubic Metre | 11199.00 | 4788.00 |
| 848 | Reinforced Cement Concrete | 26.11 | BDF10 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite / quartzite / gneiss metal for R.C.C. canopy as per detailed designs and drawings including steel centering, formwork, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing etc. complete (excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.8 Page No. 303 and B.7, Page No.38 | Cubic Metre | 11343.00 | 4788.00 |
| 849 | Reinforced Cement Concrete | 26.17 | BDF 11 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.11 Page No. 304 and B.7, Page No. 38 | Cubic Metre | 12663.00 | 5930.00 |
| 850 | Reinforced Cement Concrete | 26.19 | BDF 11 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.11 Page No. 304 and B.7, Page No. 38 | Cubic Metre | 12806.00 | 5930.00 |
| 851 | Reinforced Cement Concrete | 26.23 | BDF 12 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 12 Page No. 304 and B-7, Pg 38 | Cubic Metre | 5817.00 | 1760.00 |
| 852 | Reinforced Cement Concrete | 26.25 | BDF 13A | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 13 Page No. 305 /I.S. 456 (2000 | Cubic Metre | 11827.00 | 5027.00 |
| 853 | Reinforced Cement Concrete | 26.26 | BDF 13A | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 13 Page No. 305 /I.S. 456 (2000 | Cubic Metre | 11971.00 | 5027.00 |
| 854 | Reinforced Cement Concrete | 26.27 | BDF 14A | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap / quartzite /granite /gneiss metal for R.C.C.newel posts of staircase as per detailed design and drawings including steel centering, plywood / steel formwork, steel props, laying / pumping, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block). (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 14 Page No. 305 /I.S. 456 (2001 | Cubic Metre | 10298.00 | 3887.00 |
| 855 | Reinforced Cement Concrete | 26.28 | BDF 14A | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap / quartzite /granite /gneiss metal for R.C.C.newel posts of staircase as per detailed design and drawings including steel centering, plywood / steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block). (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 14 Page No. 305 /I.S. 456 (2002 | Cubic Metre | 10442.00 | 3887.00 |
| 856 | Reinforced Cement Concrete | 26.29 | BDF 15A | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap /granite / gneiss/ quartzite metal for R.C.C. arches with skew backs as per detailed design and drawings or as directed including steel centering, plywood/steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block). Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 15 Page No. 306 /I.S. 456 (2003 | Cubic Metre | 11365.00 | 4314.00 |
| 857 | Reinforced Cement Concrete | 26.30 | BDF 15A | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap /granite / gneiss/ quartzite metal for R.C.C. arches with skew backs as per detailed design and drawings or as directed including steel centering, plywood/steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block). Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 15 Page No. 306 /I.S. 456 (2003 | Cubic Metre | 11508.00 | 4362.00 |
| 858 | Reinforced Cement Concrete | 26.31 | BDF 16 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap / granite /gneiss / quartzite metal for R.C.C. fins of required thickness in position as shown on the drawings or as directed by Engineer-in-charge including steel centering, plywood / steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 16 Page No. 306 /I.S. 456 (2004 | Cubic Metre | 11842.00 | 4073.00 |
| 859 | Reinforced Cement Concrete | 26.32 | BDF 16 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap / granite /gneiss / quartzite metal for R.C.C. fins of required thickness in position as shown on the drawings or as directed by Engineer-in-charge including steel centering, plywood / steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd. F. 16 Page No. 306 /I.S. 456 (2004 | Cubic Metre | 11987.00 | 4073.00 |
| 860 | Reinforced Cement Concrete | 26.33 | BDF 17 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | Bd.F.17, Page No. 306 |
Metric Tonne | 62581.00 | 9322.00 |
| 861 | Reinforced Cement Concrete | 26.34 | BDF 17 | Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | Bd.F.17, Page No. 306 |
Metric Tonne | 66174.00 | 9322.00 |
| 862 | Reinforced Cement Concrete | 26.36 | Providing and applying Anti corrosive treatment to reinforcement as per cement polymer composite coating (C.P.C.C.) method developed by C.E.C.R.I. including cleaning the bar by means of any established mechanical or manual method for removing rust and deleterious material, applying rapid setting primer and cement polymer sealing coat of approved and licensed by CECRI including redoing the process if damage occurs during handling, stacking etc. complete. (With prior approval of SE) | As directed by Engineer in Charge | Metric Tonne | 9095.00 | 5163.00 | |
| 863 | Reinforced Cement Concrete | 26.37 | MORT and H 1600 Edition 2001. |
Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 8mm diameter as per IS: 13620-1993 specifications for a thickness of 175micron Permissible variation of 50 micron including testing of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used for new structures.) Note : The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selected from each size according to the frequency given below: Nominal Size of Bar, MM No. of Samples For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge |
As directed by Engineer in Charge | Metric Tonne | 17761.00 | 815.00 |
| 864 | Reinforced Cement Concrete | 26.38 | MORT and H 1600 Edition 2001. |
Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 10mm diameter as per IS: 13620-1993 specifications for a thickness of 175micron Permissible variation of 50 micron including testing of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used for new structures.) Note : The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selected from each size according to the frequency given below: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge |
As directed by Engineer in Charge | Metric Tonne | 14162.00 | 815.00 |
| 865 | Reinforced Cement Concrete | 26.39 | MORT and H 1600 Edition 2001. |
Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 12mm diameter as per IS: 13620-1993 specifications for a thickness of 175micron Permissible variation of 50 micron including testing of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used for new structures.) Note : The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selected from each size according to the frequency given below: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge |
As directed by Engineer in Charge | Metric Tonne | 12213.00 | 815.00 |
| 866 | Reinforced Cement Concrete | 26.40 | MORT and H 1600 Edition 2001. |
Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 16mm diameter as per IS: 13620-1993 specifications for a thickness of 175micron Permissible variation of 50 micron including testing of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used for new structures.) Note : The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selected from each size according to the frequency given below: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge |
As directed by Engineer in Charge | Metric Tonne | 9524.00 | 815.00 |
| 867 | Reinforced Cement Concrete | 26.41 | MORT and H 1600 Edition 2001. |
Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 20mm diameter as per IS: 13620-1993 specifications for a thickness of 175micron Permissible variation of 50 micron including testing of coating at plant, including cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used for new structures.) Note : The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selected from each size according to the frequency given below: For all types of bar : Minimum 1 for every diameter or as directed by engineer in chargecharge |
As directed by Engineer in Charge | Metric Tonne | 7915.00 | 815.00 |
| 868 | Reinforced Cement Concrete | 26.42 | MORT and H 1600 Edition 2001. |
Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 25mm diameter as per IS: 13620-1993 specifications for a thickness of 175micron Permissible variation of 50 micron including testing of coating at plant extra cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used for new structures.) Note : The item should be executed with prior approval of Superintending Engineer. charge |
As directed by Engineer in Charge | Metric Tonne | 6644.00 | 815.00 |
| 869 | Reinforced Cement Concrete | 26.44 | MORT and H 1600 Edition 2001. |
Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 32mm diameter as per IS: 13620-1993 specifications for a thickness of 175micron Permissible variation of 50 micron including testing of coating at plant extra cost for careful handling using PVC coating, binding wires instead of G. I. wires to and from Plant) touching up the material supplied repair work etc complete as per detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used for new structures.) Note : The item should be executed with prior approval of Superintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COAT a) Coating thickness shall be tested at a frequency of not less than one full length bar every twenty bars for each size b) continuity of coating shall be determined by testing one full length bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar section shall be determined by sectioning and examining one bar in every twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selected from each size according to the frequency given below: For all types of bar : Minimum 1 for every diameter or as directed by engineer in charge |
As directed by Engineer in Charge | Metric Tonne | 5480.00 | 815.00 |
| 870 | Reinforced Cement Concrete | 26.46 | BDF 20 | Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 50 mm thick with 3 mm diameter mild steel bar reinforcement, of approved design on both side, fixing in cement mortar 1:3 and curing etc. complete | Bd. F. 20 Page No. 307 |
Square Metre | 780.00 | 126.00 |
| 871 | Reinforced Cement Concrete | 26.47 | BDF 20 | Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 80 mm thick with 3 mm diameter mild steel bar reinforcement, of approved design on both sides, fixing in cement mortar 1:3 and curing etc .complete. | Bd. F. 20 Page No. 308 |
Square Metre | 1044.00 | 126.00 |
| 872 | Reinforced Cement Concrete | 26.58 | BDF 41 | Providing and laying Cast in situ/Ready Mix C.C. M-20 of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing, steel centering, formwork, cover blocks, laying/pumping, compacting, curing, finishing and roughening them to form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. |
Cubic Metre | 12127.00 | 5716.00 |
| 873 | Reinforced Cement Concrete | 26.60 | BDF 41 | Providing and laying Cast in situ/Ready Mix C.C. M-25 of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, steel centering, formwork, cover blocks, laying/pumping, compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. |
Cubic Metre | 12271.00 | 5716.00 |
| 874 | Reinforced Cement Concrete | 26.62 | BDF 41 | Providing and laying Cast in situ/Ready Mix C.C. M-30 of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, steel centering, formwork, cover blocks, laying/pumping,compacting , curing , finishing and roughening them to form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer). With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. |
Cubic Metre | 12415.00 | 5716.00 |
| 875 | Reinforced Cement Concrete | 26.64 | BDF | Providing and laying Cast in situ/Ready Mix C.C. M-35 of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, steel centering, formwork, cover blocks, laying/pumping, compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E.2 Page No. 288 and B.7 Page No 38 | Cubic Metre | 12484.00 | 5716.00 |
| 876 | Reinforced Cement Concrete | 26.66 | BDF 41 | Providing and laying Cast in situ/Ready Mix C.C. M-40 of trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, steel centering, formwork, cover blocks, laying/pumping,compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | Bd.E.4 Page No. 289 and B-7, Page No.38 | Cubic Metre | 12702.00 | 5716.00 |
| 877 | Reinforced Cement Concrete | 26.68 | BDF | Providing and fixing during laying in RCC Slab rectangular 2 mm thick M.S. sheet fan hook box of size 180x100 mm with required depth with holes or notches as required, bottom and top sides of 1.6 mm M.S. sheet fixed with 3.5 mm dia. round headed screws together with 12 mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface |
As directed by Engineer in charge | Number | 391.00 | 24.00 |
| 878 | Brick Masonry | 27.01 | BDG 1 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. | Bd.G. 1 Page No. 313 |
Cubic Metre | 5820.00 | 1268.00 |
| 879 | Brick Masonry | 27.02 | BDG 2 | Providing first class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth including bailing out water manually, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and watering etc. Complete. | Bd.G.2 Page No. 313 |
Cubic Metre | 5999.00 | 1388.00 |
| 880 | Brick Masonry | 27.03 | BDG 3 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. | Bd.G.3 Page No. 314 |
Cubic Metre | 5628.00 | 1075.00 |
| 881 | Brick Masonry | 27.05 | BDG 5 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete | Bd.G.5 Page No. 315 |
Cubic Metre | 6004.00 | 1360.00 |
| 882 | Brick Masonry | 27.06 | BDG 7 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm placed at every third course, properly bent and bonded at ends scaffolding, racking out joints and watering etc. complete. | Bd.G.7 Page No. 316 |
Square Metre | 815.00 | 162.00 |
| 883 | Brick Masonry | 27.07 | BDG 8 | Providing Burnt Brick-on-edge masonry with second class bricks of conventional type bricks in cement mortar 1:3 including mild steel longitudinal reinforcement of 2 bars of 6mm diameter / one strips of hoop iron 25 mm X 1.6 mm placed at every third course, properly bent and bonded at ends, scaffolding, raking out joints and watering etc .complete. |
Bd.G.8 Page No. 317 |
Square Metre | 596.00 | 141.00 |
| 884 | Brick Masonry | 27.08 | BDG 9 | Providing first class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed etc.complete. | Bd.G.9 (a) Page No. 317 | Cubic Metre | 7260.00 | 2158.00 |
| 885 | Brick Masonry | 27.09 | BDG 9 | Providing first class Brick masonry with conventional / IS. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M 1:3 and watering etc. in pillars of curved shapes, as shown on the drawing or as directed etc. complete. | Bd.G.9 (b) Page No. 317 | Cubic Metre | 8565.00 | 2322.00 |
| 886 | Brick Masonry | 27.10 | BDG 10 | Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints and watering etc. in pillar of rectangular shapes as shown in the drawings or as directed complete. | Bd.G.10 (a) Page No. 318 | Cubic Metre | 6374.00 | 1569.00 |
| 887 | Brick Masonry | 27.11 | BDG 10 | Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints and watering etc.in pillar of curved shapes as shown in the drawing or as directed complete. | Bd.G.10 (b) Page No. 318 | Cubic Metre | 7571.00 | 1711.00 |
| 888 | Brick Masonry | 27.12 | BDG | Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. |
As director by engineer in charge and BDG- 2 and 5 | Cubic Metre | 5240.00 | 1268.00 |
| 889 | Brick Masonry | 27.13 | BDG | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete | As director by engineer incharge and BDG- 2 and 5 | Cubic Metre | 5412.00 | 1360.00 |
| 890 | Brick Masonry | 27.14 | BDG | Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. | Bd. G. 7 Page 316 | Square Metre | 744.00 | 162.00 |
| 891 | Brick Masonry | 27.15 | BDG | Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in superstructure including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) |
As directed by engineer in charge | Cubic Metre | 6119.00 | 1662.00 |
| 892 | Brick Masonry | 27.16 | BDG | Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in Half brick thick wall including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) |
As directed by engineer in charge | Square Metre | 855.00 | 137.00 |
| 893 | Stone Masonry | 28.01 | BDH 1 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete. | Bd.H.1 Page No. 329 |
Cubic Metre | 4043.00 | 2008.00 |
| 894 | Stone Masonry | 28.02 | BDH 2 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:5 in basements including scaffolding, bailing out water manually, racking out joints when plastering is to be done striking joints where no pointing or plastering is to be done and watering etc.complete. | Bd.H.2 Page No. 329 |
Cubic Metre | 4147.00 | 2008.00 |
| 895 | Stone Masonry | 28.03 | BDH 3 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stone in cement mortar 1:3 in basement with patent water proofing compound added to it at rate of 1 kg per bag of cement including bailing out water manually, scaffolding racking out joints when plastering is to be done and watering etc. complete. | Bd.H.3 Page No. 331 |
Cubic Metre | 4387.00 | 1689.00 |
| 896 | Stone Masonry | 28.04 | BDH 4 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done on inside watering and scaffolding etc.complete. |
Bd.H.4 Page No. 331 |
Cubic Metre | 4450.00 | 2415.00 |
| 897 | Stone Masonry | 28.05 | BDH 5 | Providing random rubble masonry second sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in plinth including bailing out water manually , striking joints on unexposed faces. (Excluding pointing) etc.complete. |
Bd.H.5 Page No. 331 |
Cubic Metre | 3816.00 | 2068.00 |
| 898 | Stone Masonry | 28.06 | BDH 6 | Providing random rubble masonry second sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure racking out joints when plastering is to be done / striking joints when no pointing or plastering is to be done on the inside watering and scaffolding etc.complete. |
Bd.H.6 Page No. 332 |
Cubic Metre | 4361.00 | 2303.00 |
| 899 | Stone Masonry | 28.07 | BDH 7 | Providing random rubble masonry first sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in external walls of plinth including bailing out water manually , racking out joints when pointing is to be done and striking joints from inside including watering etc.complete. |
Bd.H.7 Page No. 332 |
Cubic Metre | 4771.00 | 2713.00 |
| 900 | Stone Masonry | 28.08 | BDH 8 | Providing random rubble masonry first sort of trap /granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including bailing out water manually ,raking out joints from outside and striking joints when no pointing or plastering is to be done from inside watering and scaffolding etc.complete. |
Bd.H.8 Page No. 332 |
Cubic Metre | 5050.00 | 2971.00 |
| 901 | Stone Masonry | 28.09 | BDH 11 | Providing coursed rubble masonry second sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in external walls of plinth including bailing out water manually , striking joints inside and raking out joints from outside and watering etc.complete | Bd. H.11 Page No. 333 |
Cubic Metre | 9525.00 | 2567.00 |
| 902 | Stone Masonry | 28.10 | BDH 12 | Providing coursed rubble masonry second sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including raking out joints when plastering is to be done and striking joints when no plastering is to be done on the inside, watering scaffolding etc.complete. |
Bd.H.12 Page No. 333 |
Cubic Metre | 10006.00 | 2979.00 |
| 903 | Stone Masonry | 28.11 | BDH 13 | Providing coursed rubble masonry first sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in external work of plinth including bailing out water manually, striking joints inside and watering etc.complete. |
Bd.H.13 Page No. 333 |
Cubic Metre | 10104.00 | 3146.00 |
| 904 | Stone Masonry | 28.12 | BDH 14 | Providing coursed rubble masonry first sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints on the inside when plastering is to be done, watering and scaffolding etc. complete. | Bd.H.14 Page No. 333 |
Cubic Metre | 10789.00 | 3484.00 |
| 905 | Stone Masonry | 28.13 | BDH 40 | Providing coursed rubble masonry first sort for pillars of trap / granite / quartzite / gneiss stones in cement mortar 1:6 including pointing with cement mortar 1:3 scaffolding and watering etc.complete. |
Bd.H.40 Page No. 345 |
Cubic Metre | 10138.00 | 4606.00 |
| 906 | Concrete Block Masonry | 29.01 | BDI 1 | Providing and laying masonry of I.S. Standard C.C. hollow block 100 x 200 x 400 mm with 100mm thick in cement mortar 1:6 proportion for superstructure including curing, scaffolding etc. complete. | Bd.I.1 Page No. 349 |
Square Metre | 1001.00 | 445.00 |
| 907 | Concrete Block Masonry | 29.02 | BDI 1 | Providing and laying masonry of I.S. Standard C.C. hollow block 200 x 200 x 400 with 200mm thick mm in cement mortar 1:6 proportion for superstructure including curing, scaffolding etc. complete. | Bd.I.1 Page No. 349 |
Square Metre | 1087.00 | 464.00 |
| 908 | Concrete Block Masonry | 29.03 | BDI | Providing and constructing masonry in precast solid Concrete Block (Grade D-50 As per I.S. 2185, Part-I, 1974, Reframed 1987) having compressive strength 5-00 N/mm2) of size (300 mm x 200 mm x 150mm) in cement mortar 1:6 for superstructure including striking joints on unexposed faces, racking out joints on exposed faces, watering, curing and scaffolding etc. complete. | As directed by Engineer in Charge. | Cubic Metre | 6274.00 | 1149.00 |
| 909 | Concrete Block Masonry | 29.04 | BDI | Providing and constructing masonry in Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x225)mm in extra fine jointing mortar of fixoblock of Ultra Tech or equivalent in foundaions and plinth of inner walls/in plinth external walls including bailing out water,striking joints on unexposed faces,racking out joints on exposed faces and watering etc.complete | As directed by Engineer in Charge. | Cubic Metre | 6799.00 | 1268.00 |
| 910 | Concrete Block Masonry | 29.05 | BDI | Providing and constructing masonry in Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x225)mm in extra fine jointing mortar of fixoblock of Ultra Tech or equivalent in superstucture including,striking joints,racking out joints watering and scaffolding etc.complete | As directed by Engineer in Charge. | Cubic Metre | 6865.00 | 1334.00 |
| 911 | Concrete Block Masonry | 29.06 | BDI | Providing and constructing masonry in Autoclaved Areaclaved (Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size (625x 240x100)mm in extra fine jointing mortar of fixoblock of Ultra Tech or equivalent in half brick thick wall including 2 hoop iron strips 25mm x 1.6mm at every third course,properly bend and bonded at ends scaffolding racking out joints and watering compete | As directed by Engineer in Charge. | Square Metre | 854.00 | 162.00 |
| 912 | Concrete Block Masonry | 29.11 | BDI | Providing Green Build Product (GBP) Build Fast Plus masonry ecofriendly wet mix /Blocks laying Adhesive is a pre-polymerized, wet mix jointing adhesive which is suitable for Building masonry walls with all kind of blocks with thickness of thin layer of 2mm to 4mm between masonry units. There is no need to pre-wet the Blocks nor to post cure the wall with water.Confirming to IS 2185 of size 75 x 240x 650 mm in superstructure including striking joints, racking outjoints faces and scaffolding etc. complete. | (As directed by Engineer in Charge) | Square Metre | 1222.00 | 450.00 |
| 913 | Concrete Block Masonry | 29.12 | BDI | Providing Green Build Product (GBP) Build Fast Plus masonry ecofriendly wet mix /Blocks of size 100 X 240 x 650 mm laying Adhesive is a pre-polymerized, wet mix jointing adhesive which is suitable for Building masonry walls with all kind of blocks with thickness of thin layer of 2mm to 4mm between masonry units. There is no need to pre-wet the Blocks nor to post cure the wall with water.Confirming to IS 2185 of size in superstructure including striking joints, racking out joints faces and scaffolding etc. complete. | As directed by Engineer in Charge. | Square Metre | 1381.00 | 515.00 |
| 914 | Concrete Block Masonry | 29.13 | BDI | Providing Green Build Product (GBP) Build Fast Plus masonry ecofriendly wet mix /Blocks of size 200 X 240 x 650 mm laying Adhesive is a pre-polymerized, wet mix jointing adhesive which is suitable for Building masonry walls with all kind of blocks with thickness of thin layer of 2mm to 4mm between masonry units. There is no need to pre-wet the Blocks nor to post cure the wall with water.Confirming to IS 2185 of size in superstructure including striking joints, racking out joints faces and scaffolding etc. complete. | As directed by Engineer in Charge. | Square Metre | 2255.00 | 579.00 |
| 915 | Expansion Joint | 30.01 | BDK 1 | Providing expansion joints in R.C.C. framed structure (interior column) with plain premoulded filler 25 mm thick including fixing T.W. battens on both faces and finishing as directed etc. Complete. | Bd.K.1 Page No. 359 |
Square Metre | 3392.00 | 905.00 |
| 916 | Expansion Joint | 30.02 | BDK 1 | Providing expansion joints in R.C.C. framed structure (exterior Columns) with plain premoulded filler 25 mm thick and 3 mm thick alluminium plate, hold fast, fixing T.W. battens on internal face, finishing etc. complete as directed. |
Bd.K.1 Page No. 359 |
Square Metre | 3979.00 | 928.00 |
| 917 | Expansion Joint | 30.03 | BDK 1 | Providing expansion joints in R.C.C. framed structure (at floor level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bitumen poured filler and fixing T.W. battens on rear faces etc. complete as directed. |
Bd.K.1 Page No. 359 |
Square Metre | 4128.00 | 914.00 |
| 918 | Expansion Joint | 30.04 | BDK 1 | Providing expansion joints in R.C.C. framed structure (at terrace level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bituminous poured filler, fixing lead, flashing on upper side and T.W. battens on inner face finishing etc. Complete as directed. | Bd.K.1 Page No. 359 |
Square Metre | 4037.00 | 838.00 |
| 919 | Expansion Joint | 30.05 | BDK 1A | Providing expansion joints in reinforced cement concrete framed structure (interior columns) with plain premoulded filler with confirming to IS 1838,1961, 25 mm thick with 75 mm wide and 1 mm thick stainless steel plate finishing etc. complete as directed | Bd K 1 A | Square Metre | 5129.00 | 1500.00 |
| 920 | Expansion Joint | 30.06 | BDK 1B | Providing expansion joints in R.C.C. framed structure (exterior column) with plain premoulded filler 25 mm thick with 75 mm wide and 1 mm thick stainless steel plate and finishing etc. complete. | Bd.K.1 B | Square Metre | 5455.00 | 1500.00 |
| 921 | Expansion Joint | 30.07 | BDK 1C | Providing expansion joints in R.C.C. framed structure (at floor level) with plain premoulded filler 25 mm thick with 75 mm wide and 1 mm thick stainless steel plat and finishing etc. complete. | Bd.K.1 C | Square Metre | 4248.00 | 595.00 |
| 922 | Expansion Joint | 30.08 | BDK 1D | Providing expansion joints in R.C.C. framed structure (at Terrace level) with premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate as required, bitumen poured filler and finishing etc. complete as directed. |
Bd.K.1 D | Square Metre | 4224.00 | 595.00 |
| 923 | Expansion Joint | 30.09 | BDK | Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C framed structure (at floor level / at terrace level / interior columns) for overlapping of closed cell foam joints, applying TP- 40 PRIMER on both the sides of concrete surface, filling the 25 mm x 25 mm gap with the POLYDEE-41 highly flexible sealant and covering the joint with Polydee-LM, 150 mm width in 2 coats etc. complete. | As directed by Engineer in charge | Running Metre | 1977.00 | 206.00 |
| 924 | Expansion Joint | 30.10 | BDK | Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C. framed structure (Exterior column) with closed cell foam , applying TP-40 PRIMER on both the sides of concrete surface, filling the 25 mm x 25 mm gap with the POLYSEAL, highly flexible sealant and covering the joint with Polydee- LM, 150 mm width in 2 coats and fixing the aluminium plate of 100 mm wide and 3 mm thick on external face of column etc. complete.Note- for item no. 9 and 10 Prior approval of Superintending Engineer is Necessary before execution of work. | As directed by Engineer in charge | Running Metre | 1947.00 | 164.00 |
| 925 | Expansion Joint | 30.11 | Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. | As directed by Engineer in charge | Square Metre | 1301.00 | 149.00 | |
| 926 | Water Proofing | 31.01 | BDJ 2 | Providing and laying damp proof course 50 mm thick in M20 cement concrete layer and bitumen / using cement with waterproofing compound curing, formwork etc. complete. |
Bd.J.2 Page No. 355 |
Square Metre | 350.00 | 79.00 |
| 927 | Water Proofing | 31.02 | BDJ 3 | Providing and applying Bitumen VG30/VG40 layer at 2 kg. per square meter over the terrace, structural slab including cleaning the surface for waterproofing as directed complete |
Bd.J.3 Page No. 356 |
Square Metre | 95.00 | 12.00 |
| 928 | Water Proofing | 31.03 | BDJ | Providing leak proof treatment by Injection grouting method to old floor without removing tiles of W.C., bath, with cement sand proportion of 1:1.5 and waterproofing compound at 2 kg/bag of cement mixed in 35 liters of water including drilling holes in required position grouting with above mixed solution and ceiling etc. complete. | As directed by Engineer in charge. | Litre | 32.00 | 12.00 |
| 929 | Water Proofing | 31.04 | BDJ | Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete. | As directed by Engineer in charge. | Square Metre | 937.00 | 482.00 |
| 930 | Water Proofing | 31.05 | BDJ | Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete. |
As directed by Engineer in charge. | Square Metre | 345.00 | 167.00 |
| 931 | Water Proofing | 31.06 | BDJ | Providing waterproof plaster in W.C. and bath 12 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc. complete. (Excluding Tiles) (As directed by Engineer in Charge) |
As directed by Engineer in charge. | Square Metre | 310.00 | 190.00 |
| 932 | Water Proofing | 31.07 | BDJ | Providing waterproof plaster in W.C. and bath 20 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing (and filling joints of Nahani trap and any outlet by properly) etc. complete. | As directed by Engineer in charge. | Square Metre | 425.00 | 217.00 |
| 933 | Water Proofing | 31.08 | BDJ | Removing the tar or coba and disposing of the material as directed etc. complete. | As directed by Engineer in charge. |
Square Metre | 21.00 | 21.00 |
| 934 | Water Proofing | 31.09 | BDJ | Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 sqm /kg with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. | As directed by Engineer in charge | Square Metre | 516.00 | 252.00 |
| 935 | Water Proofing | 31.10 | BDJ | Providing and laying jointless Polydee-LM, a highly flexible elastometric coating for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C, after application of TP-42 Primer on perfectly clean surface (free from loose dust and foreign matter) application of 1st coat of Polydee-LM @ 700 gms/sqm and applying 2nd coat of Polydee-LM @ 700 gms/sqm and finishing the same with sprinkling the AG-10 granules on the wet coating. (After finishing covering the treatment with 25mm cement plaster for protection with fibrillated 6mm Plyplast fibre @ 125 gms/sqm to be paid in separate item.) covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. | As directed by Engineer in charge | Square Metre | 940.00 | 187.00 |
| 936 | Water Proofing | 31.11 | BDJ | Providing and applying a base coat comprising of 1 Kg Polydee-MC and 1 Kg fresh cement after wetting the surface followed by drying the surface for 2 days, apply primer coat of TP-40 and after drying, applying Polydee-11 two component (mixing ratio 2 A : 1 B) ) Antibacterial food grade coating inside drinking water tank in two coats with time interval of minimum 8 hrs. covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. | As directed by Engineer in charge | Square Metre | 1068.00 | 187.00 |
| 937 | Water Proofing | 31.12 | BDJ | Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete ) | Bd.J.2 Page No. 355 |
Square Metre | 1054.00 | 314.00 |
| 938 | Water Proofing | 31.13 | BDJ | Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete) | Bd.J.2 Page No. 355 |
Square Metre | 1094.00 | 407.00 |
| 939 | Water Proofing | 31.14 | BDJ | Providing and laying perforated PVC 160 mm dia pipe in proper line,leveland slope including necessary material fitting etc. complete. | As directed by Engineer in charge | Running Metre | 1044.00 | 312.00 |
| 940 | Water Proofing | 31.15 | BDJ | Providing and applying required coats of a water based UV resistant Evercrete Top Seal sealant to protect natural stone, bricks, concrete and wooden structures from water intrusion and staining due to water penetration and algue formation etc complete | As directed by Engineer in charge. | Square Metre | 469.00 | 89.00 |
| 941 | Water Proofing | 31.16 | BDJ | Providing and applying required coats of a water based Evercrete Deep Penetrating Sealer (DPS) on cement concrete surface like roads, beams, and columns, plastered walls, basements, roofs, potable water tanks etc to react with cement and to penetrate concrete structure thereby making it resistant to chemicals / chlorides water to make it dust proof and to act as a water resistant at the same time which Strengthens the treated surface and reduce the curing period etc complete. - Note -- for item no. 7 to 4 prior approval of Superintending Engineer will be necessary | As directed by Engineer in charge. | Square Metre | 729.00 | 99.00 |
| 942 | Water Proofing | 31.17 | Providing water proofing treatment as per IS : 1346-1966 to generally inaccessible sloping Reinforced Cement Concrete Terrace slab with bitumen felts in all positions in five course, consisting of applying cold bitumen primer coat at the rate of 2.5 litre per 10 Sqm., hot bitumen layer at the rate of 14.50 kg per 10 Sqm. and over the same layer of bitumen felt of type III grade (I) as per IS: 1332-1965 across the slope with 10 cm overlap commencing at lowest level and again applying hot bitumen course at the rate of 14.50 kg per 10 Sqm. and finally spreading over it grit at the rate of 14.50 kg per 10 Sqm. including all lifts, leads and scaffolding whenever necessary complete as directed with four years' guarantee on requisite stamp paper etc. complete. | As directed by Engineer in charge | Square Metre | 504.00 | 171.00 | |
| 943 | Water Proofing | 31.26 | BDJ | Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting and finishing the top layer with 20mm thick brick bedding in cm mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing etc. complete. | As directed by Engineer in charge | Cubic Metre | 5100.00 | 2670.00 |
| 944 | Plastering and Pointing | 32.01 | BDL 1 | Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. | Bd.L.1 Page No. 367 |
Square Metre | 168.00 | 132.00 |
| 945 | Plastering and Pointing | 32.02 | BDL 1 | Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. | Bd.L.1 Page No. 367 |
Square Metre | 172.00 | 132.00 |
| 946 | Plastering and Pointing | 32.03 | BDL 2 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. | Bd. L.2 Page No. 368 |
Square Metre | 228.00 | 162.00 |
| 947 | Plastering and Pointing | 32.04 | BDL 2A | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. | Bd. L.2 Page No. 368 |
Square Metre | 234.00 | 162.00 |
| 948 | Plastering and Pointing | 32.05 | BDL 2B | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. | Bd.L.2 Page No. 368 |
Square Metre | 243.00 | 162.00 |
| 949 | Plastering and Pointing | 32.06 | BDL 4 | Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete | Bd.L.4 Page No. 368 |
Square Metre | 386.00 | 267.00 |
| 950 | Plastering and Pointing | 32.07 | BDL 4A | Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete. | Bd.L.4 Page No. 368 |
Square Metre | 392.00 | 267.00 |
| 951 | Plastering and Pointing | 32.08 | BDL 4B | Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. | Bd.L.4 Page No. 368 |
Square Metre | 401.00 | 267.00 |
| 952 | Plastering and Pointing | 32.11 | BDL 7 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. | Bd.L.7 Page No. 369 |
Square Metre | 679.00 | 472.00 |
| 953 | Plastering and Pointing | 32.12 | BDL 8 | Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. |
Bd.L.8 Page No. 370 |
Square Metre | 531.00 | 401.00 |
| 954 | Plastering and Pointing | 32.13 | BDL 9 | Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:1 1/2:3 using colour pigment including scaffolding and fourteen days curing etc. complete. |
Bd.L.9, Page No.370 | Square Metre | 538.00 | 401.00 |
| 955 | Plastering and Pointing |
32.15 | BDL 10 | Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. |
Bd. L.10, Page No.370 |
Square Metre | 51.00 | 45.00 |
| 956 | Plastering and Pointing |
32.16 | BDL 15A | Providing flush grooved pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete. |
Bd. L.15 Page No. 372 |
Square Metre | 140.00 | 123.00 |
| 957 | Plastering and Pointing | 32.17 | BDL 15B | Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete. | Bd. L.15 Page No. 372 |
Square Metre | 149.00 | 123.00 |
| 958 | Plastering and Pointing | 32.18 | BDL 16 | Providing tuck pointing with cement mortar 1:3 for stone/Brick masonry including scaffolding and curing etc. complete. | Bd. L. 16 Page No. 373 |
Square Metre | 145.00 | 123.00 |
| 959 | Plastering and Pointing | 32.19 | BDL 17 | Providing weathered pointing with cement mortar 1:3 for stone/ Brick masonary including scaffolding and curing etc. complete. | Bd. L. 17 Page No. 373 |
Square Metre | 146.00 | 123.00 |
| 960 | Plastering and Pointing |
32.20 | BDL 18 | Providing vee pointing with cement mortar 1:3 for stone / Brick masonry including scaffolding and curing etc. complete |
Bd. L. 18 Page No. 373 |
Square Metre | 140.00 | 123.00 |
| 961 | Plastering and Pointing | 32.21 | BDL | Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. | As directed by Engineer in charge. |
Square Metre | 57.00 | 45.00 |
| 962 | Plastering and Pointing | 32.22 | BDL | Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. | As directed by Engineer in charge. |
Running Metre | 39.00 | 39.00 |
| 963 | Plastering and Pointing | 32.23 | BDL | Providing patti/ band 75mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. |
As directed by Engineer in charge. |
Running Metre | 30.00 | 23.00 |
| 964 | Plastering and Pointing | 32.24 | BDL | Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. |
As directed by Engineer in charge. |
Running Metre | 45.00 | 35.00 |
| 965 | Plastering and Pointing | 32.25 | BDL | Providing patti/ band 150mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. |
As directed by Engineer in charge. |
Running Metre | 62.00 | 47.00 |
| 966 | Plastering and Pointing | 32.26 | BDL | Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. | As directed by Engineer in Charge: | Running Metre | 103.00 | 37.00 |
| 967 | Plastering and Pointing | 32.27 | BDL | Providing and applying plaster with plaster of paris in 6mm thickness to previously plaster surface in all position including preparing the surface scaffolding etc. complete. |
As directed by Engineer in Charge. |
Square Metre | 118.00 | 63.00 |
| 968 | Plastering and Pointing | 32.28 | BDL | Providing and applying spray plaster made with finely graded marble and quartz in 2 mm thickness in two coats using putty knife or trowel to newly plaster fairly even surface after minimum 30 days gap in all position including finishing the surface using zero number sand paper or fine emry paper gently level the area by moving paper in round circles removing the dust and clean the surface with dry cloth and scaffolding including all materials and labour etc. complete. | As directed by Engineer in Charge. | Square Metre | 255.00 | 48.00 |
| 969 | Plastering and Pointing | 32.29 | BDL | Providing and applying laying Aggregate plaster in granite / marble stones, as decorative finish to give granite / marble like appearance to concrete, brick or block surfaces in all position including preparation of surface smoothly, evenly by racking of joints in case of Brick or block work including backing layer of 12 mm thick with cement mortar 1:3 with 2% integral cement water proofing compound, roughening for wall keying hardening and drying the surface for a minimum five days gaps including second coat of cement lime mortar into a proportion 1:4 preparing the surface for three coat of marble finish plaster giving a thin coat of white cement and two parts of course calcite powder, applying the mortar with steel float on the surface in proper evenness applying at coat of white cement and lime to set a smooth finish then applying a thin coat of slurry made of white cement and black oxide colour in required proportion by the steel float to get black streaks on the surface and curing the surface for two days including all materials and labour etc. complete. | As directed by Engineer in Charge. | |||