SSR 2019-20 ROAD 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. |
1 | Road Survey and DPR | 1.01 | Fixing chainage Stone /Bench mark Stone / Center Stone / Apex Stone in earth and all sorts of soil and soft murum including conveying excavated material, fixing stone, including paintaining lettering numbers and back filling etc. complete. | As directed by Engineer in charge | Number | 138 | 132 | |
2 | Road Survey and DPR | 1.02 | Taking the trial pit for roads, alignment, C.D. Works in earth soil of all sorts, sands gravel or soft murum, including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters | As directed by Engineer in charge | Cubic Metre | 328 | 328 | |
3 | Road Survey and DPR | 1.03 | Taking the trial pit for roads, alignment, C.D. Works in earth soil of all sorts, sands gravel, or soft murum, including stacking the excavated material including all lifts and necessary back filling upto depth 3.0 meters | As directed by Engineer in charge | Cubic Metre | 358 | 358 | |
4 | Road Survey and DPR | 1.04 | Taking the trial pit for roads, alignment, C.D. Works in Hard murum, including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters |
As directed by Engineer in charge | Cubic Metre | 447 | 447 | |
5 | Road Survey and DPR | 1.05 | Taking the trial pit for roads, alignment, C.D. Works in Hard murum, including stacking the excavated material including all lifts and necessary back filling upto depth 3.0 meters |
As directed by Engineer in charge | Cubic Metre | 507 | 507 | |
6 | Road Survey and DPR | 1.06 | Taking the trial pit for roads, alignment, C.D. Works in Hard murum, and Boulders including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters | As directed by Engineer in charge | Cubic Metre | 567 | 567 | |
7 | Road Survey and DPR | 1.07 | Taking the trial pit for roads, alignment, C.D. Works in Hard murum, and Boulders including stacking the excavated material including all lifts and necessary back filling upto depth 3.0 meters | As directed by Engineer in charge | Cubic Metre | 626 | 626 | |
8 | Road Survey and DPR | 1.08 | Fixing survey pegs in earth and all sorts Soil, Sand, Gravel, Soft Murum, etc. including conveying, fixing etc. complete. | As directed by Engineer in charge | Number | 8 | 8 | |
9 | Road Survey and DPR | 1.09 | Reconnaisance Survey of Road alignment in plain country including taking three dimensions of apexes, verification of type of land etc. alongwith the alignment etc. complete (Without Chaining). | As directed by Engineer in charge | Kilometre | 1539 | 1415 | |
10 | Road Survey and DPR | 1.10 | Reconnaisance Survey of Road alignment in plain country including taking three dimensions of apexes, verification of type of land etc. alongwith the alignment etc. complete (With Chaining). | As directed by Engineer in charge | Kilometre | 4077 | 3504 | |
11 | Road Survey and DPR | 1.11 | Reconnaissance Survey of a road alignment for new hilly road utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (Without Chaining) | As directed by Engineer in charge | Kilometre | 4341 | 3478 | |
12 | Road Survey and DPR | 1.12 | Reconnaissance Survey of road alignment for new hilly road utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (With Chaining) | As directed by Engineer in charge | Kilometre | 5415 | 4647 | |
13 | Road Survey and DPR | 1.13 | Reconnaissance Survey of road alignment in hilly road utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (Without Chaining) . | As directed by Engineer in charge | Kilometre | 2361 | 1713 | |
14 | Road Survey and DPR | 1.14 | Reconnaissance Survey of road alignment in hilly road utilising existing forest cart tracks with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (With Chaining) . | As directed by Engineer in charge | Kilometre | 4537 | 3769 | |
15 | Road Survey and DPR | 1.15 | Detailed survey of road in plain country including chaining and levelling with cross sections at every two chains inclusive of closing of survey each day. |
As directed by Engineer in charge | Kilometre | 4816 | 2324 | |
16 | Road Survey and DPR | 1.16 | Detailed survey of road length where earthwork is partly done including chaining and levelling with cross sections at every two chains inclusive of closing survey each day. |
As directed by Engineer in charge | Kilometre | 4744 | 2324 | |
17 | Road Survey and DPR | 1.17 | Detailed survey of road through hilly country taking cross section at every chains or as required including chaining , levelling and closing survey each day. | As directed by Engineer in charge | Kilometre | 7788 | 3956 | |
18 | Road Survey and DPR | 1.18 | Detailed survey of road through hilly country taking cross section at every chains as desired including chaining ,levelling and closing survey each day utilising existing cart track. | As directed by Engineer in charge | Kilometre | 5571 | 3559 | |
19 | Road Survey and DPR | 1.19 | Providing and Fixing Wooden survey pegs including White washing etc. complete. |
As directed by Engineer in charge | Number | 28 | 15 | |
20 | Road Survey and DPR | 1.2 | Carrying out catchment area traverse survey of minor stream (not traceable in toposheet) below 100 acres | As directed by Engineer in charge | Kilometre | 1868 | 722 | |
21 | Road Survey and DPR | 1.21 | Cutting down branches of trees , bushes etc. stacking the material neatly as directed (For Motarable Road) | As directed by Engineer in charge | Kilometre | 5965 | 5965 | |
22 | Road Survey and DPR | 1.22 | Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 24 Alidade. The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triangular method and giving detailes of the structures, such as total area, type of building and distance from all corners taking trial pit 0.5x0.5x2.00 m.-2Nos. per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints. The contour levels shall be marked at 0.5 Meter intervals. Note:- The items includes- 1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3)Detailed Engineering Survey and contouring work of the terrain. 4)Plotting work. 5)Collection of Record. a) up to 1 Acre | MORTH | Acre | 7275 | 5659 | |
23 | Road Survey and DPR | 1.23 | Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 24' Alidade. The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building and distance from all corners taking trial pit 0.5x0.5x2.00 m.-2Nos. per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints. The contour levels shall be marked at 0.5 Meter intervals. Note:- The items includes- 1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3)Detailed Engineering Survey and contouring work of the terrain. 4)Plotting work. 5)Collection of Record. b) Above 1 Acre | As directed by Engineer in charge | Acre | 7215 | 5659 | |
24 | Road Survey and DPR | 1.24 | Reconnaisance survey including study of sheets, maps etc. for alignment including 3 dimension of apexes, fixing pegs, chain and compass or cross staff survey with L-Section and cross section of alignment at every 30 m or at every change of deviation whichever is less including fly levels at closing of day, fixing apex and B.M. stones of size 0.20*0.20*0.75 m in 1:2:4 C.C. at every 200 m and preparation of alignment plans and all type of compliance if required from department. | As directed by Engineer in charge | Kilometre | 24310 | 11168 | |
25 | Road Survey and DPR | 1.25 | Preparation of detailed Plans and Estimates of road including typing in 5 copies, ammonia prints, with colouring of plans, proper filing, indexing and paging etc. complete and all types of compliance, if required from Department. |
As directed by Engineer in charge | Kilometre | 13397 | 11879 | |
26 | Road Survey and DPR | 1.26 | Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. |
As directed by Engineer in charge | Number | 10298 | 7981 | |
27 | Road Survey and DPR | 1.27 | Survey of Minor bridge including taking L section of existing road and two defined cross sections ,one of U/s and one of D/s, one vergin cross section on alternate proposed cross sections and bed slope of stream upto sufficient long distance as required with chain and compass. Taking three trial pits of size 1.00x1.00x3.0 m and collecting samples of materials at site for ascertaining the silt factor, unit weight test, specific gravity from Govt. approved laboratories( testing charges to be borne by the agency) and preparation of detailed survey data, submission of the project duly typed and colouring of the ammonia prints, site plan and other drawings etc. complete if required from the Department. | As directed by Engineer in charge | Number | 50093 | 26395 | |
28 | Road Survey and DPR | 1.28 | Survey of major bridge including taking L-section of existing road two defined cross -sections (one at U/S and one at D/s) and one vergin cross section on alternate proposed cross sections and bed slope of stream upto sufficient long distance as required with chain and compass.Taking 5 trial pits, three in bed, two on banks of size 2.00x2.00x3.00 m for collecting samples of materials at site for ascertaining the silt factor, unit weight test, specific gravity from Govt. approved laboratories (testing charges to be borne by the agency) and preparation of detailed survey data, submission of the project duly typed and colouring of ammonia prints, site plan and other drawings etc.complete. And all types of compliance if required from Department. (Excluding taking trial bores and contouring) | As directed by Engineer in charge | Running Metre | 1556 | 887 | |
29 | Road Survey and DPR | 1.29 | Contour Survey of stream U/S and D/S of proposed bridge site including levelling at every 30 X 30 m preparing contour map with Autocad prints etc.complete in 5 sets. |
As directed by Engineer in charge | Square Metre | 89161 | 54685 | |
30 | Road Survey and DPR | 1.3 | Survey of raised Causeway including reconnaissance, taking L section of existing road one defined one vergin one alternate proposed cross section and stream upto sufficient lengths with chain and compass taking two trial pits of size 2.00x2.00x3.00 m. collecting samples at site ascertaining silt factor and preparation of detailed survey data,submission of the project duly typed colouring of the ammonia prints,site plan and other drawing etc.complete if required from Deparetment. | As directed by Engineer in charge | Number | 41384 | 17904 | |
31 | Road Survey and DPR | 1.31 | Preparation of detailed plans and estimates of Raise Causeway on the basis of the approved detailed survey data by competent authority including typing in 5 copies ammonia prints site plan other drawings with colouring of plans proper filling indexing and paging etc.complete and all types of compliance if required from Department. | As directed by Engineer in charge | Number | 9607 | 8295 | |
32 | Road Survey and DPR | 1.32 | Complete survey of stream having catchment area upto 1 sq. mile including catchment survey taking necessary L.S./C.S. and other details etc. complete. |
As directed by Engineer in charge | Number | 7661 | 3172 | |
33 | Road Survey and DPR | 1.33 | Complete survey of stream having catchment area above 1 sq. Mile and upto 5 sq. Miles including taking necessary L.S./C.S. and other details etc. complete. |
As directed by Engineer in charge | Number | 13069 | 8665 | |
34 | Road Survey and DPR | 1.34 | Reconnaissance survey of alignment in plain country for approaches to the bridge including taking three dimensions of apexes. ( Without chaining ) |
As directed by Engineer in charge | Kilometre | 1465 | 1365 | |
35 | Road Survey and DPR | 1.35 | Fly levelling for carrying out bench mark. | As directed by Engineer in charge | Kilometre | 1288 | 774 | |
36 | Road Survey and DPR | 1.36 | Detailed survey of approaches including Chain and Compass survey along bridge alignment and approaches including closing each day work. |
As directed by Engineer in charge | Kilometre | 3563 | 2615 | |
37 | Road Survey and DPR | 1.37 | Taking longitudinal section of streams extending upstream and downstream side of the bridge site, requisite number of cross section of the stream on either sides block contouring and other details etc. complete. (Length of L.S. and C.S. for contouring to be worked out) | As directed by Engineer in charge | Kilometre | 4358 | 3411 | |
38 | Road Survey and DPR | 1.38 | Demarcation of right of way (ROW) as per design using total station including calculation of co-ordinates of 30 Meter interval on both sides of road. |
As directed by Engineer in charge | Kilometre | 8290 | 4245 | |
39 | Road Survey and DPR | 1.39 | Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment on village maps , area calculation, preparation of proposal, printing,binding, etc. complete and submission of 5 sets more ever liasoning and coordination with revenue authorities with compliance if any until finalisation of award including Joint measurement of the alignment. For new alignment. | As directed by Engineer in charge | Kilometre | 22104 | 9369 | |
40 | Road Survey and DPR | 1.40 | Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment on village maps , area calculation, preparation of proposal, printing,bindind, etc. complete and submission of 5 sets more ever liasoning and coordination with revenue authorities with compliance if any until finalisation of award including Joint measurement of the alignment. For existing alignment. | As directed by Engineer in charge | Kilometre | 18036 | 7848 | |
41 | Road Survey and DPR | 1.41 | Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment | As directed by Engineer in charge | Kilometre | 36465 | 15892 | |
42 | Road Survey and DPR | 1.42 | Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. | As directed by Engineer in charge | Kilometre | 34827 | 14255 | |
43 | Road Survey and DPR | 1.43 | Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Hilly Terrain New Alignment | As directed by Engineer in charge | Kilometre | 46842 | 22898 | |
44 | Road Survey and DPR | 1.44 | Demarcation of Road boundry (ROW) including fixing the boundry stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides | As directed by Engineer in charge | Kilometre | 40906 | 12070 | |
45 | Road Survey and DPR | 1.45 | Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia over burden ( by diamond drilling machine ) such as soil of all sorts, soft murum,hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of work) . Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concernring office as directed. a) over burden 0 to 50 meter. |
As directed by Engineer in charge | Running Metre | 1801 | 309 | |
46 | Road Survey and DPR | 1.46 | Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Nx Bit 0 to 50 metre |
As directed by Engineer in charge | Running Metre | 6528 | 369 | |
47 | Road Survey and DPR | 1.47 | Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Ax Bit 0 to 50 metre |
As directed by Engineer in charge | Running Metre | 3722 | 671 | |
48 | Road Survey and DPR | 1.48 | Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed. Other Rock with diamond drill. 0 to 50 metre |
As directed by Engineer in charge | Running Metre | 3534 | 339 | |
49 | Road Survey and DPR | 1.49 | Providing tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc . complete. | As directed by Engineer in charge | Number | 5119 | 1404 | |
50 | Road Survey and DPR | 1.50 | Providing and maintaining temparory platform of bore location in river bed in upto 1M of standing water and of size 3.50 x 4.00 M by using sand bags in layer for platform including all required materials labours etc. complete. |
As directed by Engineer in charge | Number | 12349 | 5424 | |
51 | Road Survey and DPR | 1.51 | Providing and maintaining temporary platform for erecting boring machined in river bed to the depth of standing water 1m to 2m and of size 3.50 x 4.00 M by using 20 Nos. of M.S. empty barrels in M.S. frame made of M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size including supplying of nylon rope 24 mm dia. for anchoring platform include passage platform and enganging a labour etc. complete. 1 m to 2 m | As directed by Engineer in charge | Number | 20392 | 5424 | |
52 | Road Survey and DPR | 1.52 | Providing and maintaining temparory platform for erecting boring machined in river bed to the depth of standing water 2 m and above and of size 3.50 x 4.00 M by using 20 Nos. of M.S. empty barrels in M.S. frame made of M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size including supplying of nylon rope 24 mm dia. for anchoring platform include passage platform and enganging a labour etc. complete. 2 m and Above. |
As directed by Engineer in charge | Number | 20584 | 5424 | |
53 | Road Survey and DPR | 1.53 | Providing and maintaining temparory platform for inspection from one bank to another bank of bore location in river bed in all depth of standing water of size 1.30 x 2.00 M by using 4 Nos. of M.S. empty barrels in M.S. frame made of M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 1.30 x 2.00 x 0.03 M size including supplying of nylon rope 24 mm dia. and 300 M length of movement of platform enganging a labour on inspection days etc. complete. |
As directed by Engineer in charge | Number | 16841 | 8407 | |
54 | Road Survey and DPR | 1.54 | Conveying the boring machine and engine and all its accessories etc. to the site of the work and back including loading unloading etc. complete. ( Note - Distance to be measured from the station of boring machine engine etc. of district head quarters to site of the work by short route ). |
As directed by Engineer in charge | Kilometre | 76 | 12 | |
55 | Road Survey and DPR | 1.55 | Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete. | As directed by Engineer in charge | Shift | 6261 | 5862 | |
56 | Road Survey and DPR | 1.56 | Providing detailed reports of the inspection logging of drilled hole by observing visual description of data as per depth, thickness of layer, type of sample, wash sample, bore recovery type of drill etc. complete. | As directed by Engineer in charge | Number | 9438 | 0 | |
57 | Road Survey and DPR | 1.57 | Providing detailed geological reports of proposed site by maintaining geotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters . Rock properties such as type of rock, jointing fractures, etc. complete with suggestion about the site foundation and remedies. | As directed by Engineer in charge | Report | 38478 | 0 | |
58 | Road Survey and DPR | 1.58 | Preparing land plans and land schedule including carrying out plane table survey for Private / Forest land on both side of road in Rural and Urban areas. The work of plotting and certificate from T.I.L.R. or other authorities shall be obtained from correctness of prepared plans. Tracing ang taking out prints and preparing the requisite booklets duly bounds and printing with all materials etc. Three land plan booklets along with original tracing shall be supplied including procurement of village maps / forest land plans from concern authorities.Note : The item plane table includes following points 1 ) Carrying out plane table survey. 2) Plotting of duly surveyed area . 3) Collection of data from D.I.L.R. authorities and verification of survey maps by D.I.L.R. authorities . 4) Preparing three booklets of survey maps including taking out prints of survey maps, binding etc. 5) Carrying out plane table survey of the Private / Forest land along the road upto 30 meters on either side from the road centre. |
As directed by Engineer in charge | Kilometre | 35147 | 11755 | |
59 | Road Survey and DPR | 1.59 | Geometrical design of road horizontal and vertical curves for design speed specified by IRC including carrying out trail for optimising of civil cost minimising land acquisition and maximum use of existing facility and preparation of widening arrangement drawing for insisting structures stake out date for horizontal alignment and working levels including super elevation effect etc. complete. | As directed by Engineer in charge | Kilometre | 11804 | 4182 | |
60 | Road Survey and DPR | 1.60 | Transfering and taking out design on coordinates of baseline on ground using nails for exsisting road surfaces and survey pegs for new alignments including taking out coordinates for horizontal curves at required interval of 50 meters etc. complete. ( Extra line such as right of way median edges to toe line not included). | As directed by Engineer in charge | Kilometre | 11085 | 5373 | |
61 | Road Survey and DPR | 1.61 | Preparation of roadway, drawing (Plan And Profile ) on computer by using Autocad of required scale showing all topo feature and proposed construction details such as carriage way , median service road, toe line, retaining walls, cross drainage works, major structures, etc. complete. Including indexing, level tables, legend, basic information of project and design details etc. | As directed by Engineer in charge | Kilometre | 7043 | 5464 | |
62 | Road Survey and DPR | 1.62 | Preparation of Engineering drawing as strip plan, widening scheme, index / key map, typical cross section, retaining walls, road furniture, general arrangement drawings for bus bays / truck lay-bays / rest areas / toll plaza / booths / and type drawing of pipe/ slab drains etc. on computer using Auto CAD. | As directed by Engineer in charge | Kilometre | 7861 | 6282 | |
63 | Road Survey and DPR | 1.63 | Survey of C.D. works including taking L-Section of road, catchment area plan by Traverse method and taking trial pits of size 1.50M x 1.50M x 1.50M including preparation of detailed plans and estimates in 5 copies and all types of compliance if required from the department. |
As directed by Engineer in charge | Number | 6765 | 4332 | |
64 | Road Survey and DPR | 1.64 | Design of junctions including detail layout of traffic signs, informatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete. a) Major Junction |
As directed by Engineer in charge | Number | 25173 | 16078 | |
65 | Road Survey and DPR | 1.65 | Design of junctions including detail layout of traffic signs, informatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete. b) Minor Junction |
As directed by Engineer in charge | Number | 14508 | 8039 | |
66 | Road Survey and DPR | 1.66 | Preparaion of initial design of flyovers with preparing General Arrangement drawing with dimensions etc. complete and preparation of rough estimate for all components of bridge. Including supplying four copies of coloured drawings and copy of drawing on C.D. ( excluding geotechnical and structural design part.) | As directed by Engineer in charge | Running Metre | 726 | 117 | |
67 | Road Survey and DPR | 1.67 | Preparation of draft / Final Report comprising of technical, financial economic feasibility and environmental aspects of the project including executive summary and detailed chapters on necessity and introduction of project existing and future traffic, design philosophy scope of work, summary of available cost estimates justification for rates adopted, key points of execution, salient features of the project, location of toll plaza, toll rate / policy to be adopted and specification of major construction items etc. in 8 copies having attractive cover and binding s directed by engineer in charge etc. complete. | As directed by Engineer in charge | Number | 241994 | 173387 | |
68 | Road Survey and DPR | 1.68 | Preparation of Autocad drawing with colour print for Building / Bridge / Road/ CD Works in required size etc. complete. - A-0 Size | As directed by Engineer in charge | Number | 3713 | 3350 | |
69 | Road Survey and DPR | 1.69 | Preparation of Autocad drawing with colour print for Building / Bridge / Road/ CD Works in required size etc. complete. A-1 Size | As directed by Engineer in charge | Number | 3277 | 2954 | |
70 | Road Survey and DPR | 1.70 | Preparation of Autocad drawing with colour print for Building / Bridge / Road/ CD Works in required size etc. complete. A-2 Size | As directed by Engineer in charge | Number | 2445 | 2284 | |
71 | Road Survey and DPR | 1.71 | Autocad drawing with colour print out for Building / Bridge / Road/ CD Works in required size etc. complete. A-0 Size | As directed by Engineer in charge | Number | 145 | 0 | |
72 | Road Survey and DPR | 1.72 | Autocad drawing with colour print out for Building / Bridge / Road/ CD Works in required size etc. complete. A-1 Size | As directed by Engineer in charge | Number | 97 | 0 | |
73 | Road Survey and DPR | 1.73 | Autocad drawing with colour print out for Building / Bridge / Road/ CD Works in required size etc. complete. A-2 Size | As directed by Engineer in charge | Number | 48 | 0 | |
74 | Road Survey and DPR | 1.74 | Autocad drawing with colour print out for Building / Bridge / Road/ CD Works in required size etc. complete. A-3 Size | As directed by Engineer in charge | Number | 18 | 0 | |
75 | Road Survey and DPR | 1.75 | Autocad drawing with colour print out for Building / Bridge / Road/ CD Works in required size etc. complete. A-4 Size | As directed by Engineer in charge | Number | 12 | 0 | |
76 | Road Survey and DPR | 1.76 | Deploying Automated Traffic Count and classification system on Road (Two Lane) in both direction at designated traffic count post by using High Definition Cameras..Collecting the Non Editable Data In DVR System with necessary electronic and electrical arrangements or inventor of required capacity Classification of data as per vehicle category as required with the help of software and submitting the the reports to the concerned department in hard copies as well as in soft copy, including using necessary technical manpower etc. complete. A) Up to 7 Days (Two Lane) |
As directed by Engineer in charge | Day | 30373 | 11664 | |
77 | Road Survey and DPR | 1.77 | Deploying Automated Traffic Count and classification system on Road (One Lane) in both direction at designated traffic count post by using High Definition Cameras..Collecting the Non Editable Data In DVR System with necessary electronic and electrical arrangements or inventor of required capacity Classification of data as per vehicle category as required with the help of software and submitting the the reports to the concerned department in hard copies as well as in soft copy, including using necessary technical manpower etc. complete. B) Extra charges for every additional lane (If required) |
As directed by Engineer in charge | Day | 22560 | 9708 | |
78 | Road Sub grade | 2.01 | MORTH 201 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. | MORTH 201 | Number | 411 | 371 |
79 | Road Sub grade | 2.02 | MORTH 201 | Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | MORTH 201 | Number | 683 | 563 |
80 | Road Sub grade | 2.03 | MORTH 201 | Cutting down trees including trunks and branches with girths above 90cm to 180cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | MORTH 201 | Number | 1405 | 1245 |
81 | Road Sub grade | 2.04 | MORTH 201 | Cutting down trees including trunks and branches with girths above 180cm to 270cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | MORTH 201 | Number | 2406 | 2166 |
82 | Road Sub grade | 2.05 | MORTH 201 | Cutting down trees including trunks and branches with girths above 270cm to 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | MORTH 201 | Number | 2485 | 2335 |
83 | Road Sub grade | 2.06 | MORTH 201 | Cutting down trees including trunks and branches with girths above 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | MORTH 201 | Number | 2720 | 2556 |
84 | Road Sub grade | 2.07 | MORTH 201 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
MORTH 201 | Square Metre | 3 | 3 |
85 | Road Sub grade | 2.09 | MORTH 201 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | MORTH 201 | Square Metre | 9 | 9 |
86 | Road Sub grade | 2.10 | MORTH 301 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means. (with prior permission of S.E.) | Cubic Metre | 241 | 241 | |
87 | Road Sub grade | 2.11 | MORTH 301 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | MORTH 301 | Cubic Metre | 73 | 6 |
88 | Road Sub grade | 2.13 | MORTH 301 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. | MORTH 301 | Cubic Metre | 84 | 6 |
89 | Road Sub grade | 2.14 | MORTH 301 | Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. |
MORTH 301 | Cubic Metre | 120 | 18 |
90 | Road Sub grade | 2.15 | MORTH 301 | Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stocking as directed. | MORTH 301 | Cubic Metre | 167 | 20 |
91 | Road Sub grade | 2.16 | MORTH 301 | Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
MORTH 301 | Cubic Metre | 1047 | 321 |
92 | Road Sub grade | 2.18 | MORTH 309 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
MORTH 309 | Cubic Metre | 73 | 5 |
93 | Road Sub grade | 2.20 | MORTH 309 | Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | MORTH 309 | Cubic Metre | 84 | 5 |
94 | Road Sub grade | 2.21 | MORTH 309 | Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | MORTH 309 | Cubic Metre | 141 | 18 |
95 | Road Sub grade | 2.22 | MORTH 309 | Excavation for catch / side water gutters in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed. |
MORTH 309 | Cubic Metre | 1047 | 321 |
96 | Road Sub grade | 2.23 | MORTH 305 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. |
MORTH 305 | Cubic Metre | 71 | 3 |
97 | Road Sub grade | 2.24 | MORTH 305 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. |
MORTH 305 | Cubic Metre | 57 | 3 |
98 | Road Sub grade | 2.25 | MORTH 305 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | MORTH 305 | Cubic Metre | 139 | 72 |
99 | Road Sub grade | 2.26 | MORTH 305 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. |
MORTH 305 | Cubic Metre | 285 | 167 |
100 | Road Sub grade | 2.27 | MORTH 305 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land) |
MORTH 305 | Cubic Metre | 155 | 6 |
101 | Road Sub grade | 2.28 | MORTH 305 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | MORTH 305 | Cubic Metre | 424 | 6 |
102 | Road Sub grade | 2.29a | MORTH 408 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
MORTH 408 | Cubic Metre | 327 | 43 |
103 | Road Sub grade | 2.29b | MORTH 408 | Supplying soft murum at the road site, including conveying and stacking complete. |
MORTH 408 | Cubic Metre | 297 | 43 |
104 | Road Sub grade | 2.30 | MORTH 408 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
MORTH 408 | Cubic Metre | 63 | 63 |
105 | Road Sub grade | 2.31 | MORTH 408 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
MORTH 408 | Square Metre | 16 | 3 |
106 | Road Sub grade | 2.32 | Picking the road surface including sectioning etc. complete (WBM surface.) | As directed by Engineer in charge | Square Metre | 20 | 10 | |
107 | Road Sub grade | 2.33 | Picking the road surface including sectioning etc. complete (BT surface.) | As directed by Engineer in charge | Square Metre | 28 | 10 | |
108 | Road Sub grade | 2.34 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. | As directed by Engineer in charge | Square Metre | 317 | 92 | |
109 | Road Sub grade | 2.35 | MORTH 402 | Providing, laying and spreading soil on a prepared sub grade, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 per cent of the max dry density to form a layer of sub base. |
MORTH 402 | Cubic Metre | 510 | 25 |
110 | Road Sub grade | 2.36 | MORTH 402 | Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub- base/base. |
MORTH 402 | Cubic Metre | 623 | 25 |
111 | Road Sub grade | 2.37 | MORTH 402 | Laying and spreading available soil in the sub-grade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade. | MORTH 402 | Cubic Metre | 474 | 19 |
112 | Road Sub grade | 2.39 | MORTH 403 | Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans. |
MORTH 403 | Cubic Metre | 107 | 7 |
113 | Road Sub Base and Base Course | 3.01 | MORTH 401 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | MORTH 401 | Cubic Metre | 1569 | 29 |
114 | Road Sub Base and Base Course | 3.02 | MORTH 401 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material | MORTH 401 | Cubic Metre | 1569 | 29 |
115 | Road Sub Base and Base Course | 3.03 | MORTH 401 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material | MORTH 401 | Cubic Metre | 1569 | 29 |
116 | Road Sub Base and Base Course | 3.04 | MORTH 401 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material |
MORTH 401 | Cubic Metre | 1381 | 26 |
117 | Road Sub Base and Base Course | 3.05 | MORTH 401 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material |
MORTH 401 | Cubic Metre | 1381 | 26 |
118 | Road Sub Base and Base Course | 3.06 | MORTH 401 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - III Material |
MORTH 401 | Cubic Metre | 1381 | 26 |
119 | Road Sub Base and Base Course | 3.07 | MORTH 403 | Lime, Fly ash Stabilized Soil Sub-Base -- Construction of Sub-base using lime - Fly ash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, Fly ash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + Fly ash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25 per cent respectively, all as specified in IRC: 88-1984. | MORTH 403 | Cubic Metre | 1018 | 9 |
Road Sub Base and Base Course | 3.08 | MORTH 404 | Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4 in Sub base/ Base --Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base course. | |||||
120 | Road Sub Base and Base Course | a | MORTH 404 | A) For Sub-base Course | MORTH 404 | Cubic Metre | 1877 | 25 |
121 | Road Sub Base and Base Course | b | MORTH 404 | B) For Base Course | MORTH 404 | Cubic Metre | 1802 | 25 |
122 | Road Sub Base and Base Course | 3.09 | MORTH 305.4.3 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. |
MORTH 501.8.2.1 | Square Metre | 38 | 31 |
123 | Road Sub Base and Base Course | 3.10 | MORTH 202 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | MORTH 202 | Cubic Metre | 350 | 185 |
124 | Road Sub Base and Base Course | 3.11 | MORTH 202 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | MORTH 202 | Cubic Metre | 1025 | 139 |
125 | Road Sub Base and Base Course | 3.12 | MORTH 404.3.1 | Making 50 mm x 25 mm furrows, 45 degree to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead |
MORTH 404.3.1 | Square Metre | 7 | 6 |
126 | Road Sub Base and Base Course | 3.13 | MORTH 404.3.1 | Making 50 mm x 50 mm furrows, 45 degree to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead |
MORTH 404.3.1 | Square Metre | 13 | 12 |
127 | Road Sub Base and Base Course | 3.14 | Brooming the W.B.M. surface by wire Brushes, coir brushers, dusting, cleaning etc. for receiving the bituminous treatment complete. Brooming the water Bound Macadam surface by wire. | Square Metre | 14 | 14 | ||
128 | Road Sub Base and Base Course | 3.18 | MORTH 404 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | MORTH 404 | Cubic Metre | 1500 | 30 |
129 | Road Sub Base and Base Course | 3.19 | MORTH 404 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | MORTH 404 | Cubic Metre | 1475 | 30 |
130 | Road Sub Base and Base Course | 3.20 | MORTH 404 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | MORTH 404 | Cubic Metre | 1650 | 30 |
131 | Road Sub Base and Base Course | 3.21 | MORTH 405 | Crushed Cement Concrete Sub-base / Base - Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of 1 km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except the use of screening or binding material. | MORTH 405 | Cubic Metre | 324 | 180 |
132 | Road Sub Base and Base Course | 3.22 | MORTH 405.2 | Penetration Coat Over Top Layer of Crushed Cement Concrete Base -- Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8 | MORTH 405.2 | Square Metre | 19 | 2 |
133 | Road Sub Base and Base Course | 3.23 | MORTH 406 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | MORTH 406 | Cubic Metre | 1624 | 33 |
134 | Road Sub Base and Base Course | 3.24 | MORTH 410 | Crusher Run Macadam Base -- Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base -- By Mix in Place Method for 53 mm maximum size | MORTH 410 | Cubic Metre | 1410 | 21 |
135 | Road Sub Base and Base Course | 3.25 | MORTH 410 | Crusher Run Macadam Base -- Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base -- By Mix in Place Method for 45 mm maximum size | MORTH 410 | Cubic Metre | 1410 | 21 |
136 | Road Sub Base and Base Course | 3.26 | MORTH 410 | Crusher Run Macadam Base -- Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base -- By Mixing Plant Method for 53 mm maximum size | MORTH 410 | Cubic Metre | 1619 | 19 |
137 | Road Sub Base and Base Course | 3.27 | MORTH 410 | Crusher Run Macadam Base -- Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base -- By Mixing Plant Method for 45 mm maximum size | MORTH 410 | Cubic Metre | 1619 | 19 |
138 | Road Sub Base and Base Course | 3.28 | MORTH 202 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges |
MORTH 202 | Square Metre | 23 | 19 |
139 | Road Sub Base and Base Course | 3.29 | MORTH 502 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
MORTH 502 | Square Metre | 20 | 1 |
140 | Road Sub Base and Base Course | 3.30 | MORTH 503 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 503 | Square Metre | 11 | 1 |
141 | Road Sub Base and Base Course | 3.31 | MORTH 503 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 503 | Square Metre | 13 | 1 |
142 | Road Sub Base and Base Course | 3.32 | MORTH 503 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 503 | Square Metre | 12 | 1 |
143 | Road Sub Base and Base Course | 3.33 | MORTH 503 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 503 | Square Metre | 14 | 1 |
144 | Road Sub Base and Base Course | 3.34 | MORTH 503 | Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributer at the rate of 0.20 kg per Sq.M. on the prepared bituminous cleaned with mechanical broom | MORTH 503 | Square Metre | 10 | 1 |
145 | Road Sub Base and Base Course | 3.35a | MORTH 505 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 183 | 6 |
146 | Road Sub Base and Base Course | 3.35b | MORTH 505 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 199 | 6 |
147 | Road Sub Base and Base Course | 3.36a | MORTH 505 | Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG- 30 bulk bitumen rates are considered to arrive at rates) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 181 | 2 |
148 | Road Sub Base and Base Course | 3.36b | MORTH 505 | Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant , heating and spraying the bitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 197 | 2 |
149 | Road Sub Base and Base Course | 3.37a | MORTH 505 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 145 | 8 |
150 | Road Sub Base and Base Course | 3.37b | MORTH 505 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 156 | 8 |
151 | Road Sub Base and Base Course | 3.38a | MORTH 505 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 138 | 2 |
152 | Road Sub Base and Base Course | 3.38b | MORTH 505 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 100% crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat at the rate of 0.30 Kg Sqm.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | IRC-SP-20, 2002 Clause No. 8.7.3 |
Square Metre | 148 | 2 |
153 | Road Sub Base and Base Course | 3.39 | MORTH 506 | Providing, laying and compacting of Built-up-spray grout layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates) | IRC- 47 | Square Metre | 229 | 3 |
154 | Road Sub Base and Base Course | 3.40 | MORTH 504 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 504 | Cubic Metre | 5201 | 64 |
155 | Road Sub Base and Base Course | 3.42 | MORTH 504 | BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 504 | Cubic Metre | 4758 | 65 |
156 | Road Sub Base and Base Course | 3.44 | MORTH 505 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 507 | Cubic Metre | 6415 | 68 |
157 | Road Sub Base and Base Course | 3.46 | MORTH 505 | DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27- 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG- 30 bulk bitumen rates are considered to arrive at rates) | MORTH 507 | Cubic Metre | 5875 | 68 |
158 | Road Sub Base and Base Course | 3.48 | MORTH 507 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 509 | Cubic Metre | 6793 | 69 |
159 | Road Sub Base and Base Course | 3.50 | MORTH 507 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates) | MORTH 509 | Cubic Metre | 6730 | 69 |
160 | Road Surfacing Course | 4.01 | MORTH 513 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 513 | Square Metre | 47 | 1 |
161 | Road Surfacing Course | 4.03 | MORTH 511 | Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 513 | Square Metre | 45 | 1 |
162 | Road Surfacing Course | 4.04 | MORTH 510 | Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- a) 19 mm nominal chippling size (bitumen 12.00 kg/10 Sq.M.) -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 510 | Square Metre | 52 | 1 |
163 | Road Surfacing Course | 4.05 | MORTH 510 | Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- b) 13 mm nominal chippling size (bitumen 10.00 kg/10 Sq.M -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 510 | Square Metre | 50 | 1 |
164 | Road Surfacing Course | 4.06 | MORTH 510 | Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- c) 10 mm nominal chippling size (bitumen 9.0 kg/10 Sq.M -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 510 | Square Metre | 47 | 1 |
165 | Road Surfacing Course | 4.07 | MORTH 510 | Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- d) 6 mm nominal chippling size (bitumen 7.50 kg/10 Sq.M -- Bitumen of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
MORTH 510 | Square Metre | 41 | 1 |
166 | Road Surfacing Course | 4.11 | MORTH 510 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller( over BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 511 | Square Metre | 122 | 4 |
167 | Road Surfacing Course | 4.12 | MORTH 510 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 511 | Square Metre | 126 | 4 |
168 | Road Surfacing Course | 4.13 | MORTH 511 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates) | MORTH 513 | Square Metre | 67 | 5 |
169 | Rigid Pavement | 5.01 | MORTH 602 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5903 | 167 |
170 | Rigid Pavement | 5.02 | MORTH 602 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5990 | 163 |
171 | Rigid Pavement | 5.03 | MORTH 602 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 6060 | 163 |
172 | Rigid Pavement | 5.04 | MORTH 602 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5960 | 806 |
173 | Rigid Pavement | 5.05 | MORTH 602 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 6051 | 806 |
174 | Rigid Pavement | 5.06 | MORTH 602 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 6123 | 806 |
175 | Rigid Pavement | 5.07 | MORTH 602 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5646 | 167 |
176 | Rigid Pavement | 5.08 | MORTH 602 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5723 | 163 |
177 | Rigid Pavement | 5.09 | MORTH 602 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5787 | 163 |
178 | Rigid Pavement | 5.10 | MORTH 602 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5721 | 827 |
179 | Rigid Pavement | 5.11 | MORTH 602 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5803 | 827 |
180 | Rigid Pavement | 5.12 | MORTH 602 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | MORTH 602 | Cubic Metre | 5868 | 827 |
181 | Rigid Pavement | 5.13 | MORTH 601 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub- grade surface if required etc. complete. | MORTH 601 | Cubic Metre | 2927 | 43 |
182 | Rigid Pavement | 5.14 | As directed by Engineer Incharge | Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. | RD | Number | 387 | 125 |
183 | Rigid Pavement | 5.15 | As directed by Engineer Incharge | Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. | RD | Number | 307 | 125 |
184 | Rigid Pavement | 5.16 | As directed by Engineer Incharge | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. | RD | Number | 213 | 125 |
185 | Rigid Pavement | 5.17 | As directed by Engineer Incharge | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. | RD | Running Metre | 69 | 15 |
186 | Rigid Pavement | 5.18 | As directed by Engineer Incharge | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) |
RD | Running Metre | 149 | 23 |
187 | Rigid Pavement | 5.19 | As directed by Engineer Incharge |
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
RD | Square Metre | 20 | 6 |
188 | Rigid Pavement | 5.20 | As directed by Engineer Incharge | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. | IRC-SP-63 | Square Metre | 1034 | 80 |
189 | Rigid Pavement | 5.21 | As directed by Engineer Incharge | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. | IRC-SP-63 | Square Metre | 1049 | 94 |
190 | Rigid Pavement | 5.22 a | As directed by Engineer Incharge | Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete | MORTH 602 | Cubic Metre | 6587 | 1632 |
191 | Rigid Pavement (New item) | 5.22 b | As directed by Engineer Incharge | Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter ( excluding reinforcement) with coarsen and fine aggregate Using V.S.I.Quality Artifitial Sand etc. complete | MORTH 602 | Cubic Metre | 6583 | 1632 |
Road Furniture | 6.01 | MORTH 807 | Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in block of standard size with white washing etc.complete | |||||
192 | Road Furniture | a | MORTH 807 | Fixing in Block of Standard Size of CC 1:4:8 | MORTH 807 | Number | 423 | 131 |
193 | Road Furniture | b | MORTH 807 | Fixing In Ground | MORTH 807 | Number | 203 | 92 |
194 | Road Furniture | c | MORTH 807 | Fixing in M-15 R.C.C. 1:4:8 | MORTH 807 | Number | 885 | 281 |
Road Furniture | 6.02 | MORTH 805 | Providing and fixing metre stones as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete. | |||||
195 | Road Furniture | a | MORTH 805 | RCC 200 meter Stoen in CC 1:4:8 | MORTH 805 | Number | 810 | 252 |
196 | Road Furniture | b | MORTH 805 | Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 | MORTH 805 | Number | 2526 | 685 |
197 | Road Furniture | c | MORTH 805 | Fixing R.C.C. 5th Km. stones, in c.c. 1:4:8 | MORTH 805 | Number | 4265 | 1228 |
Road Furniture | 6.03 | MORTH 202 | Dismantling of Stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit. | |||||
198 | Road Furniture | a | MORTH 202 | Dismantling 5th Km. Stone | MORTH 805 | Number | 592 | 440 |
199 | Road Furniture | b | MORTH 202 | Ordinary Km. Stone | MORTH 805 | Number | 351 | 257 |
200 | Road Furniture | c | MORTH 202 | Hectometer Stone | MORTH 805 | Number | 70 | 51 |
Road Furniture | 6.04 | MORTH 805.1 | Painting with approved enamel paint in two coats including cleaning surface and lettering for stone etc. complete. | |||||
201 | Road Furniture | a | MORTH 805.1 | 200 Mt. Stone | MORTH 805.1 | Number | 114 | 83 |
202 | Road Furniture | b | MORTH 805.1 | Ordinary Kilometer Stone | MORTH 805.1 | Number | 404 | 262 |
203 | Road Furniture | c | MORTH 805.1 | Lettering of Fifth Km. Stone | MORTH 805.1 | Number | 432 | 213 |
204 | Road Furniture | d | MORTH 805.1 | Lettering of Boundary Stone | MORTH 807 | Number | 36 | 16 |
205 | Road Furniture | e | MORTH 801 | Lettering for cautionary/ mandatory sign boards and village name boards | MORTH 801 | Number | 168 | 105 |
206 | Road Furniture | f | MORTH 801 | Lettering for informatory sign boards etc. complete. | MORTH 801 | Number | 209 | 132 |
207 | Road Furniture | g | MORTH 801 | Lettering on masonry works with nalla flow direction, span number and location etc. complete. | MORTH 801 | Number | 24 | 13 |
208 | Road Furniture | 6.05 | MORTH 801 | Painting letters upto 20 cm height complete brushes, coir brushers, dusting, cleaning, including cost of paint etc. complete. | MORTH 801 | Number | 21 | 16 |
209 | Road Furniture | 6.06 | MORTH 801 | Painting and numbering trees with white background and black lettering etc. complete. | MORTH 801 | Number | 25 | 20 |
210 | Road Furniture | 6.07 | MORTH 801 | Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. | MORTH 801 | Number | 42 | 29 |
Road Furniture | 6.08 | MORTH 801 | Painting Line, Dashes, Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over/Upto cm wide) (MORTH-803) -- Surface | |||||
211 | a | MORTH 801 | Over 10cm Wide On New Surface | MORTH 803 | Square Meter | 302 | 114 | |
212 | Road Furniture | b | MORTH 801 | Upto 10 cm Wide On Old Surface | MORTH 803 | Square Meter | 275 | 92 |
213 | c | MORTH 801 | Over 10cm Wide On Old Surface | MORTH 803 | Square Meter | 201 | 83 | |
214 | Road Furniture | d | MORTH 801 | Upto 10 cm Wide On Old Surface | MORTH 803 | Square Meter | 211 | 92 |
215 | Road Furniture | 6.09 | MORTH 806 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro- reflectance of the reflecting panel, to the Engineer. | MORTH 804 | Number | 459 | 67 |
216 | Road Furniture | 6.10 | MORTH 806 | Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. | MORTH 806 | Number | 679 | 22 |
217 | Road Furniture | 6.11 | MORTH 804 | Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67) | MORTH 804 | Square Meter | 5739 | 1563 |
218 | Road Furniture | 6.12a | MORTH 803.4 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. | MORTH 803.4 | Square Meter | 666 | 27 |
219 | Road Furniture (New item) | 6.12 b | MORTH 803.4 | Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless,tough,skid resistant,material with has property of attaining 2.00mm thickness in single coat application white(or as required colour )based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2) | MORTH 803.4 | Square Meter | 1506 | 27 |
220 | Road Furniture | 6.13 | MORTH 806 | Providing and fixing Aluminum-backed flexible prismatic (AFP) sheeting consisting Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as Retroreflective elements and conforming to ASTM D 4956-09 Type VI specification for rebound able Retroreflective sheeting. This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0?C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with a Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material. | MORTH 806 | Square Meter | 7783 | 310 |
221 | Road Furniture | 6.14 | MORTH 806 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. | MORTH 806 | Number | 2887 | 383 |
222 | Road Furniture | 6.15 | MORTH 806 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings | MORTH 806 | Number | 1043 | 18 |
223 | Road Furniture | 6.16 | MORTH 806 | Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete. |
MORTH 806 | Number | 1121 | 18 |
224 | Road Furniture | 6.17 | MORTH 804 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. | MORTH 804 | Number | 3965 | 129 |
225 | Road Furniture | 6.18 | MORTH 806 | Supplying precast conventional reflective delinators on four sides for road signs | MORTH 806 | Number | 550 | 114 |
226 | Road Furniture | 6.19 | MORTH 801 | Fixing in position Cautionary/ Mandatory sign boards in ground with C C 1:4:8 block of 60cm x 60cm x 75cm size etc. complete as directed including all leads. | MORTH 801 | Number | 836 | 102 |
227 | Road Furniture | 6.20 | MORTH 801 | Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete. | MORTH 801 | Number | 1672 | 205 |
228 | Road Furniture | 6.21 | MORTH 806 | Providing and fixing including conveyance charges upto a distance of 200 Km. precast concrete post delinators, post of size 130 x 90 x 1300 milimetre consisting of 4 B.T. wires with 14,000 Kg/cm2 C.C. M-20 grade 16mm dia. hold fast, including excavation and C.C. 1:4:8 foundation block, oil painting post with 3 coats and Red fluorescent tape 75 x 75mm and white floursent border 20mm wide around the red tape on all the four sides with necessary adhesive and lamination etc. complete. | MORTH 806 | Number | 661 | 116 |
229 | Road Furniture | 6.22 | MORTH 801 | Supplying rolled steel channel post of 100 x 50 mm (ISMC) drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25 cm last part of the post 0.75 m below ground level is painted with three coats of red lead paint with 2 nos. of high tensile G.I. bolt and nut of size 10 mm Dia. of 25 mm long including transportation etc. complete. Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994 |
MORTH 801 | Running Metre | 1154 | 177 |
230 | Road Furniture | 6.23 | MORTH 801 | Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25 cm, last part of the post 0.75 m below ground level is painted with three coats of red lead paint with 2 nos. of high tensile G.I. bolt and nut of size 10 mm dia. of 25 mm long including transportation etc. complete. Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994 |
MORTH 801 | Running Metre | 1096 | 220 |
Road Furniture | 6.24 | MORTH 801 | Supplying M.S. Angle iron post of size duly painted with one coat of red oxide paint and two coats of synthetic enamel finish paint having black and white bands of 25 cm width including 2 nos of G.I. bolt and nut of size 10 mm dia. And 20 mm long including transportation etc. complete. Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994 |
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231 | Road Furniture | a | Post of size 65 mm x 65 mm x 6 mm | MORTH 801 | Running Metre | 630 | 140 | |
232 | Road Furniture | b | MORTH 801 | Post of size 50 mm x 50 mm x 5 mm | MORTH 801 | Running Metre | 432 | 140 |
233 | Road Furniture | 6.25 | MORTH 801 | Supplying M.S. Angle iron frame for informatory sign boards of size 35 mm x 35 mm x 3 mm welded and making neccesary holes required for fixing and painted with one coat of epoxy primer and two coats epoxy finish paint etc. complete.Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994 |
MORTH 801 | Running Metre | 324 | 140 |
Road Furniture | 6.26 | MORTH 805 | Providing and constructing Information Pillar of Brick Masonry in C.M. 1:6 of size 2.0 m x 0.23m x 1.0 m with base pedestal of size 2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion in ground upto 0.4 m, laying 0.15 m thick 80 mm soling,0.10 m thick c.c. 1:3:6, finishing the pedestal and pillar in cement plaster 12 mm thick in C.M. 1:5 and finishing the pillar with neat cement finish ,applying flat oil paint of approved colour in two coats, including curing, finishing etc complete.(In Strata/Soil ) Spec. No. :As directed by Engineer-in-charge. |
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234 | Road Furniture | a | MORTH 805 | In Strata other than B.C. Soil | MORTH 805 | Number | 11230 | 3548 |
235 | Road Furniture | b | MORTH 805 | In B.C. Soil with 12 mm thick R.C.C. raft in M-15, including reinforcement . | MORTH 805 | Number | 13100 | 3744 |
Road Furniture | 6.27 | MORTH 801 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of mm dia made out of mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | |||||
236 | Road Furniture | a | MORTH 801 | 600 mm dia made out of 1.5mm aluminum sheet | MORTH 801 | Number | 3422 | 323 |
237 | Road Furniture | b | MORTH 801 | 750 mm dia made out of 2mm aluminum sheet | MORTH 801 | Number | 3427 | 133 |
238 | Road Furniture | c | MORTH 801 | 900 mm dia made out of 2mm aluminum sheet | MORTH 801 | Number | 4395 | 323 |
239 | Road Furniture | d | MORTH 801 | 1200 mm dia made out of 2mm aluminum sheet | MORTH 801 | Number | 4330 | 133 |
240 | Road Furniture | e | MORTH 801 | 600 mm dia made out of 3mm aluminum composite material | MORTH 801 | Number | 5492 | 298 |
241 | Road Furniture | b | MORTH 801 | 750 mm dia made out of 4mm aluminum composite material | MORTH 801 | Number | 5564 | 298 |
242 | Road Furniture | c | MORTH 801 | 900 mm dia made out of 4mm aluminum composite material | MORTH 801 | Number | 8405 | 298 |
243 | Road Furniture | d | MORTH 801 | 1200 mm dia made out of 4mm aluminum composite material | MORTH 801 | Number | 8533 | 298 |
Road Furniture | 6.28 | MORTH 801 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of mm dia made out of mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | |||||
244 | Road Furniture | a | MORTH 801 | 600 mm dia made out of 1.5mm aluminum sheet | MORTH 801 | Number | 4099 | 323 |
245 | Road Furniture | b | MORTH 801 | 600 mm dia made out of 3mm aluminum composite material | MORTH 801 | Number | 4104 | 323 |
246 | Road Furniture | c | MORTH 801 | 750 mm dia made out of 2mm aluminum sheet | MORTH 801 | Number | 5492 | 323 |
247 | Road Furniture | d | MORTH 801 | 750 mm dia made out of 4mm aluminum composite material | MORTH 801 | Number | 5542 | 323 |
248 | Road Furniture | e | MORTH 801 | 900 mm dia made out of 2mm aluminum sheet | MORTH 801 | Number | 7145 | 298 |
249 | Road Furniture | f | MORTH 801 | 900 mm dia made out of 4mm aluminum composite material | MORTH 801 | Nu |