| 1709613744000 | 0 | None | None | Water supply/sewage lines | Construction of UGD System in SVT COLONY Habitation of Hejjala Village of Manchanayakanahalli Grama panchayath in Ramanagara Taluk,Ramanagara Dist. | 13374726.21 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2915870 | 95837 | None | code01 | Cutting Asphalt or 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. | Cum | 1157.0 | 1157.0 | 220.14 | False | None | None | False | None | False | 254701.98 | 0 | | 2915871 | 95837 | None | code02 | 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.Depth upto 1.50 m | Cum | 262.0 | 262.0 | 2873.959 | False | None | None | False | None | False | 752977.258 | 0 | | 2915872 | 95837 | None | code03 | 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.Depth exceeding 1.5 m, but not exceeding 3.0 m | Cum | 331.0 | 331.0 | 71.773 | False | None | None | False | None | False | 23756.863 | 0 | | 2915873 | 95837 | None | code04 | 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.Ordinary or soft rock without requiring blasting Depth upto 1.50 m | Cum | 454.0 | 454.0 | 718.489 | False | None | None | False | None | False | 326194.006 | 0 | | 2915874 | 95837 | None | code05 | 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.Ordinary or soft rock without requiring blasting Depth exceeding 1.5 m, but not exceeding 3.0 m | Cum | 557.0 | 557.0 | 107.6595 | False | None | None | False | None | False | 59966.3415 | 0 | | 2915875 | 95837 | None | code06 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992,with 5th revision in all respects jointing with EPDM rubber rings seals according to EN 681 & ASPM 425 The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete.Contractor will make his own arrangements for procuring waterfor testing with Rubber ring gasket joints Stone ware Pipe 300mm | Mtr | 1161.0 | 1161.0 | 1656.0299 | False | None | None | False | None | False | 1922650.7139 | 0 | | 2915876 | 95837 | None | code07 | Supplying, lowering, laying, fixing, testing and commissioning of SW JUNCTION PIPES, conforming to IS: 651:1992 with latest amendments, of sizes, including conveying to work site and caulking with hemp dipped in tar cement and jointing with CM 1:1.5 with sulphate resistant cement conforming to IS - 12330 with latest revisions and amendments, perfect linking, curing and testing with water, with all lead and lifts, including cost of jointing materials etc. complete for 225 mmX100mm. dia Rate inclusive cost of SW pipe lowering,laying, jointing & perfect linking for Mtr. | Nos | 615.0 | 615.0 | 360.0 | False | None | None | False | None | False | 221400.0 | 0 | | 2915877 | 95837 | 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 and cover 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 The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 1.2 m depth | Nos | 46297.8 | 46297.8 | 33.0 | False | None | None | False | None | False | 1527827.4 | 0 | | 2915878 | 95837 | None | code09 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland or 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 and cover 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 The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ.B M.H For 1.3 m depth | Nos | 49626.2 | 49626.2 | 11.0 | False | None | None | False | None | False | 545888.2 | 0 | | 2915879 | 95837 | None | code10 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland or 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 and cover 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 The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 1.4 m depth | Nos | 52954.6 | 52954.6 | 6.0 | False | None | None | False | None | False | 317727.6 | 0 | | 2915880 | 95837 | None | code11 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using PortlandorPozzolana 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 and cover 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 The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 1.5 m depth | Nos | 56283.0 | 56283.0 | 1.0 | False | None | None | False | None | False | 56283.0 | 0 | | 2915881 | 95837 | None | code12 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland or 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 and cover 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 The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 1.6 m depth | Nos | 59611.4 | 59611.4 | 2.0 | False | None | None | False | None | False | 119222.8 | 0 | | 2915882 | 95837 | None | code13 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland or 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 and cover 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, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 1.7 m depth | Nos | 62939.8 | 62939.8 | 3.0 | False | None | None | False | None | False | 188819.4 | 0 | | 2915883 | 95837 | None | code14 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland or 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 and cover 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, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 1.9 m depth | Nos | 69596.6 | 69596.6 | 1.0 | False | None | None | False | None | False | 69596.6 | 0 | | 2915884 | 95837 | None | code15 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland or 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 and cover 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, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 2.1 m depth | Nos | 76253.4 | 76253.4 | 1.0 | False | None | None | False | None | False | 76253.4 | 0 | | 2915885 | 95837 | None | code16 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland or 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 and cover 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, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 2.2 m depth | Nos | 79581.8 | 79581.8 | 1.0 | False | None | None | False | None | False | 79581.8 | 0 | | 2915886 | 95837 | None | code17 | Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland or 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 and cover 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, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, 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 1.5mm dia Circ. B M.H For 2.3 m depth | Nos | 82910.2 | 82910.2 | 1.0 | False | None | None | False | None | False | 82910.2 | 0 | | 2915887 | 95837 | None | code18 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | Cum | 1192.0 | 1192.0 | 99.3617 | False | None | None | False | None | False | 118439.1464 | 0 | | 2915888 | 95837 | None | code19 | Providing PVC-U INDIVIDUAL U.G.D House service connection which shall be laid from inside the customer property which includes: a. Supply of PVC-U pipe b. providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. c. civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, etaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances.complete. 110 mm dia | Nos | 8134.0 | 8134.0 | 360.0 | False | None | None | False | None | False | 2928240.0 | 0 | | 2915889 | 95837 | None | code20 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 777.599 | False | None | None | False | None | False | 66095.915 | 0 | | 2915890 | 95837 | None | code21 | 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 andwatering, lead up to 50 m and lift upto 1.5 m. | Cum | 266.0 | 266.0 | 777.599 | False | None | None | False | None | False | 206841.334 | 0 | | 2915891 | 95837 | None | code22 | Refilling available earth around trenches or 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 | 160.0 | 160.0 | 2945.7328 | False | None | None | False | None | False | 471317.248 | 0 | | 2915892 | 95837 | None | code23 | Supplying, 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. For Grade HDPE- PE80-PN6.0,315mm dia | Mtr | 3374.0 | 3374.0 | 175.0 | False | None | None | False | None | False | 590450.0 | 0 | | 2915893 | 95837 | None | code24 | 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 Providing, laying, spreading and compacting graded stone uniform layers with paver or grader in sub-base or base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2559.0 | 2559.0 | 247.5 | False | None | None | False | None | False | 633352.5 | 0 | | 2915894 | 95837 | None | code25 | 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, 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. | Cum | 7007.0 | 7007.0 | 247.5 | False | None | None | False | None | False | 1734232.5 | 0 |
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