SCHEDULE OF RATES



WRD: 3. CANAL AND ALLIED WORKS SCHEDULE OF RATES FOR THE YEAR : 2018-19  

Item no Brief description of work Unit Basic Rate in
1 2 3 4
  EXCAVATION WORKS :    

WRD: 3.1.

 

Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum) for canal, seating of embankment, filter drains /catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery,labour, dressing bed and sides to required level and profile etc.,complete with lead upto 1 km and depth of cut upto 18 m.  For depth of cut exceeding 8 m from ground level increase the basic rate by 5 percent for the quantity of excavation beyond 18 m depth. cum 85.00

WRD:

3.2.

Excavation in all kinds of soil including boulders upto 0.60 m diameter ( 0.113 cum ) for field channels, seating of embankment for field channels and placing the excavated stuff neatly for formation of service road / field channel embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 10 m and lift upto 2 m.

cum 50.00

WRD:

3.3.

Excavation in soft rock without blasting including boulders upto 0.6 m diameter ( 0.113 cum ) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery,labour, dressing bed and sides to required level and profile etc.,complete with lead upto 1 km and depth of cut upto 18 m.   Note: For depth of cut exceeding 8 m from ground level increase the basic rate by 5 percent for the quantity of excavation beyond 18 m depth.
 
cum 116.00

WRD:

3.4.  

Excavation in soft rock without blasting including boulders upto 0..6 m diameter ( 0..113 cum) for field channels, seating of embankment for field channels etc., and placing the excavated soft rock neatly for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 10 m and lift upto 2 m. cum 78.00

WRD:

3.5.

Excavation in soft rock requiring blasting including boulders above 0.6 m upto 1..2 m dia. for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated rock in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc.,complete with lead upto 1 km and depth of cut upto 18 m.  Note: For depth of cut exceeding 8 m from ground level increase the basic rate by 5 percent for the quantity of excavation beyond 18 m depth. cum 212.00

WRD:

3.6.1.

Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia. ( 0.113 cum ) for canals, cut-off trench of embankment, filter /catch water drains etc., minimising damage to side slopes of canal in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto 1 km and depth of cut upto 18 m.  Note: For depth of cut exceeding 8 m from ground level increase the basic rate by 5 percent for the quantity of excavation beyond 18 m depth. cum 431.00

WRD:

3.6.2

Excavation in hard rock of all toughness including boulders above 0.6 m diameter (0.113 cum) for canals, cut-off trench of embankments, filter / catch water drains and other appurtenent structures by approved controlled blasting methods including control of vibrations by use of delay2 detonators and control of fly-rocks by muffling arrangements and adopting only jack hammers for drilling holes and minimising damage to side slopes of canal in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques including cost of all materials, machinery, labour, placing excavated rock neatly in approved dump area as directed etc.,complete with lead upto 1 km and depth of cut upto 18 m.  Note: For depth of cut exceeding 8 m from ground level increase the basic rate by 5 percent for the quantity of excavation beyond 18 m depth. cum 726.00
  EMBANKMENT WORKS USING BORROW AREA SOIL :    

WRD:

3.7.

Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials,machinery, labour,all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead upto 1 km and all lifts. cum 150.00

WRD:

3.8.

Providing casing embankment using semi-pervious / pervious soil from approved borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead upto 1 km and all lifts. cum 171.00

WRD:

3.9.

Providing hearting / casing embankment using homogeneous soil from approved borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other
operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead upto 1 km and all lifts.
cum 158.00
  EMBANKMENT WORKS USING DUMP AREA SOIL :    

WRD:

3.10.

Providing hearting embankment using selected impervious soil from approved dump areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials,machinery, labour,all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead upto 1 km and all lifts. cum 143.00

WRD:

3.11.

Providing casing embankment using semi-pervious / pervious soil from approved dump areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead upto 1 km and all lifts. cum 145.00
  EMBANKMENT WORKS USING EXCAVATED SOIL :    

WRD:

3.12.

Providing hearting embankment using impervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layers of 250 to 300 mm thickness (before compaction),including cost of all materials, machinery, labour, all other operations such as spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead upto 1 km for water.

cum 74.00

WRD:

3.13.

Providing casing embankment using semi-pervious / pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction)
including cost of all materials,machinery, labour,all other operations such as spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated by power roller etc., complete with lead upto 1 km for water.
cum 74.00

WRD:

3.14.

Providing compacted embankment for field irrigation channels with gravely soil from approved borrow area in layers of 100 to 150 mm thickness (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading in layer of specified thickness, sorting-out, breaking clods, levelling, watering, compacting as directed , dressing sides to required slope etc., complete with lead upto 50 m and all lifts. cum 344.00
  FOUNDATION FILLING WORKS :    

WRD:

3.15.

Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming etc.,complete with lead upto 50 m and all lifts. cum 1158.00

WRD:

3.16.

Providing rubble and murum filling in layers of 250 to 300 mm including cost of all materials, machinery, labour, watering,ramming etc.,complete with lead upto 50 m and all lifts. cum 870.00

WRD:

3.17.

Providing and laying 250 mm thick sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with lead upto 50 m and all lifts. sqm 270.00

WRD:

3.18.

Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with lead upto 50 m and all lifts. cum 753.00

WRD:

3.19.

Providing and constructing longitudinal and cross graded filter drains using sand and 20 mm down approved clean, hard, graded aggregates satisfying specified filter creteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete as per specifications and approved drawings with lead upto 50 m and all lifts. cum 1336.00

WRD:

3.20.

Providing and constructing 500 mm thick vertical or inclined graded filter media consisting of 150 mm thick sand layers and 200 mm thick 20 mm down coarse aggregate layer using approved materials satisfying specified filter creteria including cost of all materials, machinery, labour, laying to specified slope, compaction etc.,complete as per specifications and approved drawingsa with lead upto 50 m and all lifts. cum 1452.00

WRD:

3.21.

Providing and constructing graded filter media below and behind rock-toe consisting of 200 mm thick sand, 150 mm thick 20 mm down and 150 mm thick 40 mm down clean, hard, graded coarse aggregate layers satisfying specified filter creteria behind rock-toe and 150 mm thick sand, 200 mm thick 20 mm down and 650 mm thick 40 mm down clean, hard, graded coarse aggregates layers satisfying speccified filter creiteria below rock-toe including cost of all materials, machinery, labour, laying to specified thickness and slope, compaction etc.,complete as per specifications and approved drawings with lead upto 50 m and all lifts cum .1483.00

WRD:

3.22.

Providing and laying filter media for embankment consisting of 2 layers of poly-propeline non-woven filter fabric and 200 mm thick 20 mm and down approved clean, hard, graded coarse aggregate layer
between filter fabric layers for embankment including cost of all materials, machinery, labour, forming toe-drain etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.
sqm 932.00
3.22.1 using 200 gsm filter fabric. sqm 1013.00
3.22.2 using 250 gsm filter fabric.    
  ROCK FILL WORKS :    

WRD:

3.23.

Providing and constructing rockfill casing to canal embankment using graded stones and spalls from approved source including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc., complete with lead upto 50 m and all lifts. cum 721.00

WRD:

3.24.

Providing and constructing rockfill casing to canal embankment using graded stones and spalls available in dump yard including cost of all materials, machinery,labour, spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc., complete with lead upto 50 m and all lifts. Note: Stones and spalls available in dump yard will be issued at specified
issue rate in dump yard.
cum 602.00
  CANAL LINING WORKS :    

WRD:

3.25.

Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including cost of all materials, labour machinery, spreading soil in layers ofthickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto 1 km and all lifts. cum  244.00

WRD:

3.26.

Providing cohesive non-swelling ( CNS ) soil lining to canals using soil collected in heaps along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from canal excavation in CNS soil reach including including cost of all machinery, labour, spreading in layers of thickness not more than 150 mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto 50 m and all lifts. cum 153.00

WRD:

3.27.

Providing and fixing 200 x 200 x 750 mm size top surface neatly dressed canal bed level stone including cost of all materials, labour, excavation, fixing in position to correct level etc., complete with lead
upto 50 m and all lifts.
Each 114.00

WRD:

3.28.

Providing, fabricating and placing in position reinforcement steel for RCC works including cost of all materials, machinery,labour, cleaning, straightening, cutting,bending,hooking lapping,welding wherever required, tying with 1.25 mm dia. soft annealed steel wire etc., complete with lead upto 50 m and all lifts. kg 70.00

WRD:

3.29.1.

Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates
for canal lining deploying batching plant, transit mixers and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,forming contraction joints, fixing PVC joint sealing strips, finishing, curing,shifting of paver from one side to other side of canal etc., complete with lead upto 1 km and all lifts. ( Cement content: 23.30 kg / sqm with use of super plasticiser )
sqm 604.00

WRD:

3.29.2.

Providing and laying 100 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates
for canal lining deploying batching plant, transit mixers and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,forming contraction joints, fixing PVC joint sealing strips, finishing, curing,shifting of paver from one side to other side of canal etc., complete with lead upto 1 km and all lifts. ( Cement content: 28.90 kg / sqm with use of super plasticiser )
sqm 727.00

WRD:

3.30.1

Providing and laying 80 mm thick in-situ M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates
for canal lining deploying batching plant, transit mixers and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,forming contraction joints, fixing PVC joint sealing strips, finishing, curing,shifting of paver from one side to other side of canal etc., complete with lead upto 1 km and all lifts. ( Cement content: 28.40 kg / sqm with use of super plasticiser )
sqm 635.00

WRD:

3.30.2.

Providing and laying 100 mm thick in-situ M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates
for canal lining deploying batching plant, transit mixers and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,forming contraction joints, fixing PVC joint sealing strips, finishing, curing,shifting of paver from one side to other side of canal etc., complete with lead upto 1 km and all lifts. ( Cement content: 35.20 kg / sqm with use of super plasticiser )
sqm 761.00

WRD:

3.31.

Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all accessories across canal CD work or such other locations where dismantling, shifting, re-erecting and aligning of paver is necessary for continuing further canal lining work including cost of all  materials, machinery, labour etc., complete with all leads and lifts.  Note: The rate under this item shall not be considered for local shifting of paver from one side to other side of canal. The cost of local shifting of paver is included in concrete lining rates under items 29.a, 29.b, 30.a and 30.b.

Each

shifting

10121.00

WRD:

3.32.1.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser ) cum 6956.00

WRD:

3.32.2

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour, cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating,finishing junction of bed and sides to required curvature,finishing side slopes, curing etc., complete with lead upto 50 m and all lifts. ( Cement content: 330 kg / cum with use of super plasticiser ) cum 7457.00

WRD:

3.33.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 240 kg / cum with use of super plasticiser ) cum 5445.00

WRD:

3.34.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser ) cum 5855.00

WRD:

3.35.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 270 kg / cum with use of super plasticiser ) cum 5757.00

WRD:

3.36.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for bed lining of canal including cost of all materials, machinery labour, cleaning, batching,mixing, formwork, placing in position,levelling, vibrating,finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content: 330 kg / cum with use of super plasticiser ) cum 6171.00

WRD:

3.37.

Providing and fixing 50 mm diameter and 125 mm long perforated GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Each 162.00

WRD:

3.38.

Providing and fixing 50 mm diameter and 225 mm long perforated GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Each 207.00

WRD:

3.39.

Providing and fixing 50 mm diameter and 300 mm long perforated GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Each 248.00

WRD:

3.40.

Providing and fixing 50 mm diameter and 450 mm long perforated GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Each 315.00

WRD:

3.41.

P roviding and fixing 50 mm diameter and 750 mm long perforated GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Each 444.00

WRD:

3.42.

Drilling 1.00 m deep 32 mm dia pressure relief hole below pressure relief pipe for bed / side lining of canal laid on rock including cost of all materials, machinery, labour etc., complete with all leads and lifts. Each 298.00

WRD:

3.43.

Providing and forming 350x 350 x 400 mm deep filter drain consisting of 75 mm thick 10 mm down coarse aggregate layer around pressure relief pipe and 75 mm thick sand layer around coarse aggregate layer including cost of all materials, labour, excavation of pit etc., complete with lead upto 50 m and all lifts. Each 73.00

WRD:

3.44.

Fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabs with pointing in CM 1:3 proportion by volume for canal / field channel lining including cost of all materials ( excluding stone slabs ), labour, preparing surface, cutting slabs to required size, batching and mixing mortar, packing mortar into joints and flush finishing joints neatly, curing etc., complete with lead upto 50 m and all lifts. sqm 119.00

WRD:

3.45.

Fixing PCC slabs of various sizes in CM 1 : 3 proportion by volume to side slopes of canal including cost of all materials (excluding PCC slabs ), labour, preparing surface, batching and mixing mortar, packing mortar into joints and flush finishing joints neatly, curing etc., complete with lead upto 50 m and all lifts. sqm 104.00

WRD:

3.46.

Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion by volume for supporting PCC slab lining including cost of all materials ( excluding PCC lug slabs ), labour, necessary excavation, refilling, batching and mixing mortar, packing mortar into joints and flush finishing joints, curing etc., complete with lead upto 50 m and all lifts. Rm 61.00

WRD:

3.47.

Fixing 300 mm height pre-cast drop for field channel as directed including excavation and refilling to the extent necessary etc., complete with all leads and lifts. Each 239.00

WRD:

3.48.

Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour,laying and joining as per specifications etc., complete with all leads and lifts.    
3.48.1 Using 500 micron thick LDPE sheet. sqm 175.00
3.48.2 Using 750 micron thick LDPE sheet. sqm 256.00
3.48.3 Using 1000 micron thick LDPE sheet.
Note: 1. If the surface on which the LDPE sheet is to be laid is too rough and undulating provide average 75 mm thick unscreened sand backing to LDPE sheet. 2. For providing 75 mm thick unscreened sand backing add

sqm

sqm

338.00

86.00

WRD:

3.49.

Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts. Rm 77.00

WRD:

3.50.

Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts. Rm 111.00

WRD:

3.51.

Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 (28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, batching, mixing, laying, compacting, finishing, curing etc., complete with lead upto upto 50 m and all lifts. Cement content : 270 kg / cum with use of super plasticiser ) Each 113.00

WRD:

3.52.

Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, batching, mixing, laying, compacting, finishing, curing etc., complete with lead upto upto 50 m and all lifts. Cement content : 270 kg / cum with use of super plasticiser ) Each 79.00

WRD:

3.53.

Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 ( 28 days cube compressive strength not less than 15 N / sq mm) grade cement concrete using 10 mm down approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, batching, mixing, laying, compacting, finishing, curing etc., complete with lead upto upto 50 m and all lifts. Cement content : 360 kg / cum with use of super plasticiser ) Each 46.00

WRD:

3.54.

Manufacturing 450 x 150 x 30 mm size PCC lug slabs in M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 10 mm down approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, batching, mixing, laying, compacting, finishing, curing etc., complete with lead upto upto 50 m and all lifts. Cement content : 360 kg / cum with use of super plasticiser ) Each 35.00

WRD:

3.55.

Manufacturing 400 x 400 x 30 mm size PCC lining slabs in M-15 (28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 10 mm down approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, batching, mixing, laying, compacting, finishing, curing etc., complete with lead upto upto 50 m and all lifts. Cement content : 360 kg / cum with use of super plasticiser ) Each 49.00

WRD:

3.56

Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 ( 28  days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 10 mm down approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, batching, mixing, laying, compacting, finishing, curing etc., complete with lead upto upto 50 m and all lifts. Cement content : 360 kg / cum with use of super plasticiser ) Each 34.00
  MASONRY AND PITCHING WORKS :    

WRD:

3.57.

Providing and constructing uncoursed rubble stone masonry in CM 1:5 proportion by volume for canal side lining using stones and stone chips from approved quarry including cost of all materials, machinery, labour, batching and mixing mortar, packing mortar into joints, wedging stone chips, forming weep holes at specified interval, finishing, curing etc., complete with lead upto 50 m and all lifts. cum 2763.00

WRD:

3.58.

Providing and constructing uncoursed rubble stone masonry in CM 1:5 proportion by volume for canal side lining using stones and stone chips from canal excavation including cost of all materials,machinery, labour, batching and mixing mortar, packing mortar into joints, wedging stone chips, forming weep holes at specified interval, finishing, curing etc., complete with lead upto 50 m and all lifts. Note: Stones / stone chips will be issued in dump area at specified issue rate. cum 2732.00

WRD:

3.59.

Providing and constructing 250mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing wedging stone chips, finishing etc., complete with lead upto 50 m and all lifts.  Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

243.00

67.00

WRD:

3.60.

Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing wedging stone chips, finishing etc., complete with lead upto 50 m and all lifts. Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

273.00

67.00

WRD:

3.61.

Providing and constructing 450mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead upto 50 m and all lifts.  Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

387.00

67.00

WRD:

3.62.

Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5 proportion by volume with pin headers at 2 per sqm in including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing etc., complete with lead upto 50 m and all lifts. Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

662.00

67.00

WRD:

3.63

Providing and constructing 300 mm thick dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing etc., complete with lead upto 50 m and all lifts.  Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

354.00

67.00

WRD:

3.64.

Providing and constructing 450 mm thick dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing etc., complete with lead upto 50 m and all lifts. Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

411.00

67.00

WRD:

3.65.

Providing and constructing 300 mm thick size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing etc.,complete with lead upto 50 m and all lifts.  Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

713.00

67.00

WRD:

3.66.

Providing and constructing 450 mm thick size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing etc.,complete with lead upto 50 m and all lifts.  Note: If 150 mm thick murum bed is to be provided below pitching add

sqm

sqm

905.00

67.00

WRD:

3.67.

Providing and laying 100 mm thick approved type grass turfing to side slopes of canal icluding cost of all materials, labour, preparing surface, spraying watering for minimum 15 days etc., complete with lead upto 50 m and all lifts. sqm 142.00
  CADA WORKS    

WRD

3.68

Providing & installing at site of work 80mm dia. Perforated corrugated PVC pipes conforming to IS 9271 with prewrapped 250gsm. Geosynthetic filter material by laser guided trencher machine/by mechanical means including cost of pipe, filter material, pipe accessories and all taxes including all lead and lifts., complete and labour charges only for installation of site at work perforated corrugated PVC pipes including lowering into trenches, laying true to lines, level land and perfect leak proof linking at joints, fittings pipes accessories with all lead and lifts charges including the refilling the trench
50 cm around the pipe with gravel or selected earth available from the excavation etc., complete with all leads and lifts.
Rmt 283.00

WRD

3.69

Providing & installing at site of work 100mm dia. Perforated corrugated PVC pipes conforming to IS 9271 with prewrapped 250gsm. Geosynthetic filter material by laser guided trencher machine/by mechanical means including cost of pipe, filter material, pipe accessories and all taxes including all lead and lifts., complete and labour charges only for installation of site at work perforated corrugated PVC pipes including lowering into trenches, laying true to lines, level land and perfect leak proof linking at joints, fittings pipes accessories with all lead and lifts charges including the refilling the trench
50 cm around the pipe with gravel or selected earth available from the excavation etc., complete with all leads and lifts.
Rmt 341.00

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