| 1723026989000 | 1 | None | None | Water supply/sewage lines | UGD Line | 9542053.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3713941 | 137276 | None | code01 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 664.61 | False | None | None | False | None | False | 182834.211 | 0 | | 3713942 | 137276 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata All kinds of soils. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 347.55 | 347.55 | 664.61 | False | None | None | False | None | False | 230985.2055 | 0 | | 3713943 | 137276 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 476.7 | 476.7 | 94.94 | False | None | None | False | None | False | 45257.898 | 0 | | 3713944 | 137276 | None | code04 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m,but not exceeding 3 m | Cum | 605.85 | 605.85 | 94.94 | False | None | None | False | None | False | 57519.399 | 0 | | 3713945 | 137276 | None | code05 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 3.0 m,but not exceeding 4.5 m | Cum | 664.65 | 664.65 | 94.94 | False | None | None | False | None | False | 63101.871 | 0 | | 3713946 | 137276 | None | code06 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 4.5 m,but not exceeding 6.0 m | Cum | 828.45 | 828.45 | 94.94 | False | None | None | False | None | False | 78653.043 | 0 | | 3713947 | 137276 | None | code07 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Hard rock (blasting prohibited) Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 1176.0 | 1176.0 | 75.96 | False | None | None | False | None | False | 89328.96 | 0 | | 3713948 | 137276 | None | code08 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Hard rock (blasting prohibited) Depth exceeding 3 m, but not exceeding 4.5 m | Cum | 1225.8 | 1225.8 | 56.97 | False | None | None | False | None | False | 69833.826 | 0 | | 3713949 | 137276 | None | code09 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Hard rock (blasting prohibited) Depth exceeding 4.5 m, but not exceeding 6.0 m | Cum | 1419.6 | 1419.6 | 56.97 | False | None | None | False | None | False | 80874.612 | 0 | | 3713950 | 137276 | None | code10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 1448.31 | False | None | None | False | None | False | 243316.08 | 0 | | 3713951 | 137276 | None | code11 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN8, 160mm dia. | Mtr | 731.85 | 731.85 | 270.0 | False | None | None | False | None | False | 197599.5 | 0 | | 3713952 | 137276 | None | code12 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 350 mm dia. | Mtr | 1849.05 | 1849.05 | 425.0 | False | None | None | False | None | False | 785846.25 | 0 | | 3713953 | 137276 | None | code13 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.5m dia Circ. B M.H 3.0 M depth & SFRC cover & frame | Each | 111017.55 | 111017.55 | 3.0 | False | None | None | False | None | False | 333052.65 | 0 | | 3713954 | 137276 | None | code14 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.5m dia Circ. B M.H 4.0 M depth & SFRC cover & frame | Each | 146336.4 | 146336.4 | 6.0 | False | None | None | False | None | False | 878018.4 | 0 | | 3713955 | 137276 | None | code15 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.5m dia Circ. B M.H 5.0 M depth & SFRC cover & frame | Each | 180715.5 | 180715.5 | 7.0 | False | None | None | False | None | False | 1265008.5 | 0 | | 3713956 | 137276 | None | code16 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.5m dia Circ. B M.H 6.0 M depth & SFRC cover & frame | Each | 215525.1 | 215525.1 | 5.0 | False | None | None | False | None | False | 1077625.5 | 0 | | 3713957 | 137276 | None | code17 | Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). | Cum | 1214.85 | 1214.85 | 243.25 | False | None | None | False | None | False | 295512.2625 | 0 | | 3713958 | 137276 | None | code18 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 145.95 | False | None | None | False | None | False | 75551.0175 | 0 | | 3713959 | 137276 | None | code19 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 291.9 | False | None | None | False | None | False | 784320.705 | 0 | | 3713960 | 137276 | None | code20 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means | Sqm | 55.65 | 55.65 | 973.0 | False | None | None | False | None | False | 54147.45 | 0 | | 3713961 | 137276 | None | code21 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 8044.05 | 8044.05 | 48.65 | False | None | None | False | None | False | 391343.0325 | 0 | | 3713962 | 137276 | None | code22 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m 2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.7 | 14.7 | 973.0 | False | None | None | False | None | False | 14303.1 | 0 | | 3713963 | 137276 | None | code23 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 11037.6 | 11037.6 | 24.33 | False | None | None | False | None | False | 268544.808 | 0 | | 3713964 | 137276 | None | code01 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 271.93 | False | None | None | False | None | False | 74807.943 | 0 | | 3713965 | 137276 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata All kinds of soils. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 347.55 | 347.55 | 271.93 | False | None | None | False | None | False | 94509.2715 | 0 | | 3713966 | 137276 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 476.7 | 476.7 | 116.54 | False | None | None | False | None | False | 55554.618 | 0 | | 3713967 | 137276 | None | code04 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and leveling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m,but not exceeding 3 m | Cum | 605.85 | 605.85 | 116.54 | False | None | None | False | None | False | 70605.759 | 0 | | 3713968 | 137276 | None | code05 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 726.99 | False | None | None | False | None | False | 122134.32 | 0 | | 3713969 | 137276 | None | code06 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN8, 250mm dia. | Mtr | 1618.05 | 1618.05 | 205.0 | False | None | None | False | None | False | 331700.25 | 0 | | 3713970 | 137276 | None | code07 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.5m dia Circ. B M.H 2.0 M depth & SFRC cover & frame | Each | 76571.25 | 76571.25 | 3.0 | False | None | None | False | None | False | 229713.75 | 0 | | 3713971 | 137276 | None | code08 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick,except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth.Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size.Supplying and fixing SFRC Machinehole frame andcover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4.Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910).The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting,pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specificationsand for the following diameters and depth etc. for 1.5m dia Circ. B M.H 3.0 M depth & SFRC cover & frame | Each | 111017.55 | 111017.55 | 4.0 | False | None | None | False | None | False | 444070.2 | 0 | | 3713972 | 137276 | None | code09 | Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). | Cum | 1214.85 | 1214.85 | 71.8 | False | None | None | False | None | False | 87226.23 | 0 | | 3713973 | 137276 | None | code10 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 43.1 | False | None | None | False | None | False | 22310.715 | 0 | | 3713974 | 137276 | None | code11 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 86.1 | False | None | None | False | None | False | 231346.395 | 0 | | 3713975 | 137276 | None | code12 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means | Sqm | 55.65 | 55.65 | 287.0 | False | None | None | False | None | False | 15971.55 | 0 | | 3713976 | 137276 | None | code13 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 8044.05 | 8044.05 | 14.4 | False | None | None | False | None | False | 115834.32 | 0 | | 3713977 | 137276 | None | code14 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m 2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.7 | 14.7 | 287.0 | False | None | None | False | None | False | 4218.9 | 0 | | 3713978 | 137276 | None | code15 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 11037.6 | 11037.6 | 7.2 | False | None | None | False | None | False | 79470.72 | 0 |
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