| 1727417094000 | 0 | None | None | Other Works | Construction of UGD line & Machine hole from Jenda katte to Gousiya masjid at w.no 17 | 2510506.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4090700 | 159293 | None | Vol-5 3.3 | 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). (CSR Vol-5, 2023-24 P.No-48, I No.3.3) | Cum | 1214.85 | 1214.85 | 38.81 | False | None | None | False | None | False | 47148.3285 | 0 | | 4090701 | 159293 | None | Vol- 1 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, 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 etc., and all other appurtenances complete in the following strata.
In all kinds of soils. Depth upto 1.50m (CSR Vol-1, 2023-24 P.No-10, I No.1.17.1) | Cum | 275.1 | 275.1 | 880.69 | False | None | None | False | None | False | 242277.819 | 0 | | 4090702 | 159293 | None | Vol-5 16.3.1 | 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 - 250 mm dia. pipes (CSR Vol-5, 2023-24 P.No-187, I No16.1.5) | Mtr | 1157.1 | 1157.1 | 230.0 | False | None | None | False | None | False | 266133.0 | 0 | | 4090703 | 159293 | None | Vol-5 16.3.2 | 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 - 300 mm dia. pipes (CSR Vol-5, 2023-24 P.No-187, I No16.1.5) | Mtr | 1398.6 | 1398.6 | 325.0 | False | None | None | False | None | False | 454545.0 | 0 | | 4090704 | 159293 | None | Vol-1 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(PWD SR 2023-24 P.No.34/1.9 (Volume-1) | Cum | 279.3 | 279.3 | 880.69 | False | None | None | False | None | False | 245976.717 | 0 | | 4090705 | 159293 | None | Vol-5 16.28.1 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete Upto 0.30m depth
(CSR Vol-5, 2023-24 P.No-198, I No.16.28.1) | Nos | 8577.45 | 8577.45 | 2.0 | False | None | None | False | None | False | 17154.9 | 0 | | 4090706 | 159293 | None | Vol-3 4.17 | Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
(CSR Vol-3, 2023-24 P.No-26, I No.4.17) | Cum | 2686.95 | 2686.95 | 40.13 | False | None | None | False | None | False | 107827.3035 | 0 | | 4090707 | 159293 | None | Vol-1 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.
(PWD SR 2023-24Vol.1 Page no.7 Item no 1.8) | Cum | 497.7 | 497.7 | 60.19 | False | None | None | False | None | False | 29956.563 | 0 | | 4090708 | 159293 | None | Vol-5 16.15.1 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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 specifications and for the following diameters and depth etc. for 1.2mm dia: (CSR Vol-5, 2023-24 P.No-191-192, I No.16.15.1)
| Each | 30499.35 | 30499.35 | 3.0 | False | None | None | False | None | False | 91498.05 | 0 | | 4090709 | 159293 | None | Vol-5 16.15.3 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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 specifications and for the following diameters and depth etc. for 1.2mm dia: (CSR Vol-5, 2023-24 P.No-191-192, I No.16.15.3) | Each | 32938.5 | 32938.5 | 3.0 | False | None | None | False | None | False | 98815.5 | 0 | | 4090710 | 159293 | None | Vol-5 16.15.6 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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 specifications and for the following diameters and depth etc. for 1.2mm dia: (CSR Vol-5, 2023-24 P.No-191-192, I No.16.15.6)
| Each | 40300.05 | 40300.05 | 3.0 | False | None | None | False | None | False | 120900.15 | 0 | | 4090711 | 159293 | None | Vol-5 16.15.11 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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 specifications and for the following diameters and depth etc. for 1.2mm dia: (CSR Vol-5, 2023-24 P.No-191-192, I No.16.15.11)
| Each | 63823.2 | 63823.2 | 3.0 | False | None | None | False | None | False | 191469.6 | 0 | | 4090712 | 159293 | None | Vol-5 16.15.12 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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 specifications and for the following diameters and depth etc. for 1.2mm dia: (CSR Vol-5, 2023-24 P.No-191-192, I No.16.15.12)
| Each | 93781.8 | 93781.8 | 2.0 | False | None | None | False | None | False | 187563.6 | 0 | | 4090713 | 159293 | None | Vol-5 16.15.13 | 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. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing 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 specifications and for the following diameters and depth etc. for 1.2mm dia: (CSR Vol-5, 2023-24 P.No-191-192, I No.16.15.13)
| Each | 124649.7 | 124649.7 | 1.0 | False | None | None | False | None | False | 124649.7 | 0 | | 4090714 | 159293 | None | Vol-3 16.28 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared
sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M30 (Grade), coarse and fine aggregates
conforming to IS:383:2016:, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate
vibrators and finished in continuous operation including
construction joints, primer, sealant, curing of concrete slabs
for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work.(CSR Vol-3, 2023-24 P.No-149, I No.16.28) | Cum | 7091.7 | 7091.7 | 40.13 | False | None | None | False | None | False | 284589.921 | 0 |
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