| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1720684400000 | 1 | None | None | Other Works | Construction of Strom Water Drain in K C Nagar, From Yallaling Nagar to Nala and in Verious Places of Ward No. 05 and 06. (UGD Work) | 673460.09 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3507508 | 125544 | None | Volume-1, Sl No-1.6.1, 06 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 508.2 | 508.2 | 180.0 | False | None | None | False | None | False | 91476.0 | 0 | | 3507509 | 125544 | None | Volume-1, Sl No-1.21.6., 11 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights,
bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.strataDepth exceeding 1.5 m, but not exceeding 3 m | Cum | 1176.0 | 1176.0 | 134.397 | False | None | None | False | None | False | 158050.872 | 0 | | 3507510 | 125544 | None | Volume-v, Sl No-16.1.4, 187 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking
with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of
all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.-230 mm dia. pipes | Mtr | 926.1 | 926.1 | 200.0 | False | None | None | False | None | False | 185220.0 | 0 | | 3507511 | 125544 | None | PWD SR Valum-I , Sl No-1.10, page no 07 | 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 | Mtr | 168.0 | 168.0 | 314.397 | False | None | None | False | None | False | 52818.696 | 0 | | 3507512 | 125544 | None | PWD SR Valum-5 , Sl No-40.1, T510A, page no 225 | Providing and constructing of Machinehole chambers 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 and
brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm
thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and
cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,
danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia-1.0m depth | Cum | 25566.45 | 25566.45 | 2.0 | False | None | None | False | None | False | 51132.9 | 0 | | 3507513 | 125544 | None | As per Rate Analysis | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down sie graded metal of approved quality and with an offset of 0.15m alround the chamber and
brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm
thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,
danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for
various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia -1.2mm depth | Each | 30208.71 | 30208.71 | 2.0 | False | None | None | False | None | False | 60417.42 | 0 | | 3507514 | 125544 | None | As per Rate Analysis | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down sie graded metal of approved quality and with an offset of 0.15m alround the chamber and
brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm
thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,
danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for
various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia -1.5mm depth | Each | 37172.1 | 37172.1 | 2.0 | False | None | None | False | None | False | 74344.2 | 0 |
| | 1720684400000 | 1 | None | None | Other Works | Construction of Strom Water Drain in K C Nagar, From Yallaling Nagar to Nala and in Verious Places of Ward No. 05 and 06. (Drain Work) | 7787964.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3507515 | 125545 | None | Volum-1, SlNo-1.4.1,P.No-5 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical pecifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 1506.24 | False | None | None | False | None | False | 382735.584 | 0 | | 3507516 | 125545 | None | Volum-1, SlNo-2.1.3,P.No-15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite,trap,basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 100.8 | False | None | None | False | None | False | 633875.76 | 0 | | 3507517 | 125545 | None | Volum-1, SlNo-2.4.2,P.No-16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite,trap,basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8962.85 | 8962.85 | 461.219 | False | None | None | False | None | False | 4133836.71415 | 0 | | 3507518 | 125545 | None | Volume-5, Sl No-10.8.4, ,116 | Supplying, fitting and placing TMT FE 550 , 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping,welding joints, tying with binding wire , soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures | Tonne | 82961.55 | 82961.55 | 29.0493 | False | None | None | False | None | False | 2409974.954415 | 0 | | 3507519 | 125545 | None | Volum-1, SlNo-1.10,P.No-7 | 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 | 251.04 | False | None | None | False | None | False | 42174.72 | 0 | | 3507520 | 125545 | None | Volume-5, Sl No-9.1.1, ,95 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia | Mtr | 198.45 | 198.45 | 50.0 | False | None | None | False | None | False | 9922.5 | 0 | | 3507521 | 125545 | None | Volume-5, Sl No-9.1.4, ,95 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 110mm dia | Mtr | 492.45 | 492.45 | 100.0 | False | None | None | False | None | False | 49245.0 | 0 | | 3507522 | 125545 | None | Volume-5, Sl No-10.1.1,113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 25mm dia, 10 kg,sqcm & class 5 | Mtr | 50.4 | 50.4 | 100.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3507523 | 125545 | None | Volume-5, Sl No-10.1.7, ,113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 110mm dia., 6 kg,sqcm & class 3 | Mtr | 431.55 | 431.55 | 100.0 | False | None | None | False | None | False | 43155.0 | 0 | | 3507524 | 125545 | None | Volume-1, Sl No-10.5.1, 116 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 25mm dia, 10 kg,sqcm & class 5 | Mtr | 348.6 | 348.6 | 100.0 | False | None | None | False | None | False | 34860.0 | 0 | | 3507525 | 125545 | None | Volume-1, Sl No-10.5.1, 116 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 110mm dia., 6 kg,sqcm & class 3 | Mtr | 348.6 | 348.6 | 100.0 | False | None | None | False | None | False | 34860.0 | 0 | | 3507526 | 125545 | None | Volume-5, Sl No-10.8.1,116 | Supplying of special moulded variety PVC couplers as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 25mm dia PVC couplers | Each | 12.6 | 12.6 | 30.0 | False | None | None | False | None | False | 378.0 | 0 | | 3507527 | 125545 | None | Volume-5, Sl No-10.8.4,116 | Supplying of special moulded variety PVC couplers as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 50mm dia PVC couplers | Each | 29.4 | 29.4 | 30.0 | False | None | None | False | None | False | 882.0 | 0 | | 3507528 | 125545 | None | Volume-5, Sl No-10.9.1,117 | Supplying of special moulded variety PVC elbows as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 25mm dia PVC elbows | Each | 16.8 | 16.8 | 30.0 | False | None | None | False | None | False | 504.0 | 0 | | 3507529 | 125545 | None | Volume-5, Sl No-10.9.4,117 | Supplying of special moulded variety PVC elbows as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 50mm dia PVC elbows | Each | 69.3 | 69.3 | 30.0 | False | None | None | False | None | False | 2079.0 | 0 | | 3507530 | 125545 | None | Volume-5, Sl No-10.12.1,118 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark with its latest amendments 25mm dia PVC Service saddles | Each | 39.9 | 39.9 | 30.0 | False | None | None | False | None | False | 1197.0 | 0 | | 3507531 | 125545 | None | Volume-5, Sl No-10.12.4,119 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark with its latest amendments 50mm dia PVC Service saddles | Each | 108.15 | 108.15 | 30.0 | False | None | None | False | None | False | 3244.5 | 0 |
| | 1720685143000 | 0 | None | None | Other Works | Construction of Strom Water Drain in K C Nagar, From Yallaling Nagar to Nala and in Verious Places of Ward No. 05 and 06. | 8461424.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3507602 | 125554 | None | Volum-1, SlNo-1.4.1,P.No-5 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical pecifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 1506.24 | False | None | None | False | None | False | 382735.584 | 0 | | 3507595 | 125554 | None | Volume-1, Sl No-1.6.1, 06 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 508.2 | 508.2 | 180.0 | False | None | None | False | None | False | 91476.0 | 0 | | 3507603 | 125554 | None | Volum-1, SlNo-2.1.3,P.No-15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite,trap,basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 100.8 | False | None | None | False | None | False | 633875.76 | 0 | | 3507596 | 125554 | None | Volume-1, Sl No-1.21.6., 11 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights,
bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.strataDepth exceeding 1.5 m, but not exceeding 3 m | Cum | 1176.0 | 1176.0 | 134.397 | False | None | None | False | None | False | 158050.872 | 0 | | 3507604 | 125554 | None | Volum-1, SlNo-2.4.2,P.No-16 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite,trap,basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8962.85 | 8962.85 | 461.219 | False | None | None | False | None | False | 4133836.71415 | 0 | | 3507597 | 125554 | None | Volume-v, Sl No-16.1.4, 187 | Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking
with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of
all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.-230 mm dia. pipes | Mtr | 926.1 | 926.1 | 200.0 | False | None | None | False | None | False | 185220.0 | 0 | | 3507598 | 125554 | None | PWD SR Valum-I , Sl No-1.10, page no 07 | 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 | Mtr | 168.0 | 168.0 | 314.397 | False | None | None | False | None | False | 52818.696 | 0 | | 3507605 | 125554 | None | Volume-5, Sl No-10.8.4, ,116 | Supplying, fitting and placing TMT FE 550 , 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping,welding joints, tying with binding wire , soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures | Tonne | 82961.55 | 82961.55 | 29.0493 | False | None | None | False | None | False | 2409974.954415 | 0 | | 3507599 | 125554 | None | PWD SR Valum-5 , Sl No-40.1, T510A, page no 225 | Providing and constructing of Machinehole chambers 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 and
brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm
thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and
cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,
danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty cover and frame.For 1.2m dia-1.0m depth | Cum | 25566.45 | 25566.45 | 2.0 | False | None | None | False | None | False | 51132.9 | 0 | | 3507606 | 125554 | None | Volum-1, SlNo-1.10,P.No-7 | 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 | 251.04 | False | None | None | False | None | False | 42174.72 | 0 | | 3507600 | 125554 | None | As per Rate Analysis | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down sie graded metal of approved quality and with an offset of 0.15m alround the chamber and
brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm
thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,
danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for
various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia -1.2mm depth | Each | 30208.71 | 30208.71 | 2.0 | False | None | None | False | None | False | 60417.42 | 0 | | 3507607 | 125554 | None | Volume-5, Sl No-9.1.1, ,95 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia | Mtr | 198.45 | 198.45 | 50.0 | False | None | None | False | None | False | 9922.5 | 0 | | 3507601 | 125554 | None | As per Rate Analysis | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down sie graded metal of approved quality and with an offset of 0.15m alround the chamber and
brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm
thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,
danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for
various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia -1.5mm depth | Each | 37172.1 | 37172.1 | 2.0 | False | None | None | False | None | False | 74344.2 | 0 | | 3507608 | 125554 | None | Volume-5, Sl No-9.1.4, ,95 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 110mm dia | Mtr | 492.45 | 492.45 | 100.0 | False | None | None | False | None | False | 49245.0 | 0 | | 3507609 | 125554 | None | Volume-5, Sl No-10.1.1,113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 25mm dia, 10 kg,sqcm & class 5 | Mtr | 50.4 | 50.4 | 100.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3507610 | 125554 | None | Volume-5, Sl No-10.1.7, ,113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 110mm dia., 6 kg,sqcm & class 3 | Mtr | 431.55 | 431.55 | 100.0 | False | None | None | False | None | False | 43155.0 | 0 | | 3507611 | 125554 | None | Volume-1, Sl No-10.5.1, 116 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 25mm dia, 10 kg,sqcm & class 5 | Mtr | 348.6 | 348.6 | 100.0 | False | None | None | False | None | False | 34860.0 | 0 | | 3507612 | 125554 | None | Volume-1, Sl No-10.5.1, 116 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete For: PVC pipes 110mm dia., 6 kg,sqcm & class 3 | Mtr | 348.6 | 348.6 | 100.0 | False | None | None | False | None | False | 34860.0 | 0 | | 3507613 | 125554 | None | Volume-5, Sl No-10.8.1,116 | Supplying of special moulded variety PVC couplers as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 25mm dia PVC couplers | Each | 12.6 | 12.6 | 30.0 | False | None | None | False | None | False | 378.0 | 0 | | 3507614 | 125554 | None | Volume-5, Sl No-10.8.4,116 | Supplying of special moulded variety PVC couplers as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 50mm dia PVC couplers | Each | 29.4 | 29.4 | 30.0 | False | None | None | False | None | False | 882.0 | 0 | | 3507615 | 125554 | None | Volume-5, Sl No-10.9.1,117 | Supplying of special moulded variety PVC elbows as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 25mm dia PVC elbows | Each | 16.8 | 16.8 | 30.0 | False | None | None | False | None | False | 504.0 | 0 | | 3507616 | 125554 | None | Volume-5, Sl No-10.9.4,117 | Supplying of special moulded variety PVC elbows as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark and with its latest amendments to walk site etc. complete 50mm dia PVC elbows | Each | 69.3 | 69.3 | 30.0 | False | None | None | False | None | False | 2079.0 | 0 | | 3507617 | 125554 | None | Volume-5, Sl No-10.12.1,118 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark with its latest amendments 25mm dia PVC Service saddles | Each | 39.9 | 39.9 | 30.0 | False | None | None | False | None | False | 1197.0 | 0 | | 3507618 | 125554 | None | Volume-5, Sl No-10.12.4,119 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834, 1987 and fabricated as per IG124, 1984 with ISI mark with its latest amendments 50mm dia PVC Service saddles | Each | 108.15 | 108.15 | 30.0 | False | None | None | False | None | False | 3244.5 | 0 |
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