| 1723122597000 | 0 | None | None | Water supply/sewage lines | Clear Dilapidated GLSR tank and New Construction of 4 ml GLSR tank at 3rd stage Hongalli water supply scheme. | 37877923.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3729643 | 138560 | None | code01 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-chargeNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | Cum | 1080.45 | 1080.45 | 34.196 | False | None | None | False | None | False | 36947.0682 | 0 | | 3729644 | 138560 | None | code02 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- chargeIn cement Mortar | Cum | 1768.2 | 1768.2 | 583.849 | False | None | None | False | None | False | 1032361.8018 | 0 | | 3729645 | 138560 | None | code03 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 197.1675 | False | None | None | False | None | False | 502244.77275 | 0 | | 3729646 | 138560 | None | code04 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils | Cum | 112.46 | 112.46 | 118.97 | False | None | None | False | None | False | 13379.3662 | 0 | | 3729647 | 138560 | None | code05 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In Ordinary rock witout blasting depth upto 1.5m | Cum | 400.21 | 400.21 | 71.39 | False | None | None | False | None | False | 28570.9919 | 0 | | 3729648 | 138560 | None | code06 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.
In Hard rock requiring blasting depth upto 1.5m. | Cum | 610.79 | 610.79 | 47.59 | False | None | None | False | None | False | 29067.4961 | 0 | | 3729649 | 138560 | None | code07 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.
In all kinds of soils | Cum | 112.46 | 112.46 | 414.48 | False | None | None | False | None | False | 46612.4208 | 0 | | 3729650 | 138560 | None | code08 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Ordinary rock witout blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 446.25 | 446.25 | 248.69 | False | None | None | False | None | False | 110977.9125 | 0 | | 3729651 | 138560 | None | code09 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.
In Hard rock requiring blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 654.15 | 654.15 | 165.79 | False | None | None | False | None | False | 108451.5285 | 0 | | 3729652 | 138560 | None | code10 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In all kinds of soils | Cum | 122.85 | 122.85 | 801.255 | False | None | None | False | None | False | 98434.17675 | 0 | | 3729653 | 138560 | None | code11 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Ordinary rock witout blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 486.15 | 486.15 | 480.753 | False | None | None | False | None | False | 233718.07095 | 0 | | 3729654 | 138560 | None | code12 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. In Hard rock requiring blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 746.55 | 746.55 | 320.502 | False | None | None | False | None | False | 239270.7681 | 0 | | 3729655 | 138560 | None | code13 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2816.1 | 2816.1 | 289.6275 | False | None | None | False | None | False | 815620.00275 | 0 | | 3729656 | 138560 | None | code14 | 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. | Cum | 6555.15 | 6555.15 | 175.5405 | False | None | None | False | None | False | 1150694.308575 | 0 | | 3729657 | 138560 | None | code15 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6652.8 | 6652.8 | 609.74 | False | None | None | False | None | False | 4056478.272 | 0 | | 3729658 | 138560 | None | code16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Additionalities for Formwork, Centering & Scaffolding Earth retaining structures - 10%. Upto 5.0 m Height | Cum | 8093.09 | 8093.09 | 307.22 | False | None | None | False | None | False | 2486359.1098 | 0 | | 3729659 | 138560 | None | code17 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - Additionalities for Formwork, Centering & Scaffolding RCC Roof Slabs | Cum | 11036.03 | 11036.03 | 161.486 | False | None | None | False | None | False | 1782164.34058 | 0 | | 3729660 | 138560 | None | code18 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Cum | 267.75 | 267.75 | 2334.46 | False | None | None | False | None | False | 625051.665 | 0 | | 3729661 | 138560 | None | code19 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications. | Kg | 513.45 | 513.45 | 200.0 | False | None | None | False | None | False | 102690.0 | 0 | | 3729662 | 138560 | None | code20 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 1037.4 | 1037.4 | 5.0 | False | None | None | False | None | False | 5187.0 | 0 | | 3729663 | 138560 | None | code21 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 93.45 | 93.45 | 2334.46 | False | None | None | False | None | False | 218155.287 | 0 | | 3729664 | 138560 | None | code22 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 800x800 mm | Sqm | 1319.85 | 1319.85 | 763.75 | False | None | None | False | None | False | 1008035.4375 | 0 | | 3729665 | 138560 | None | code23 | Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete forEnamelled guage plate for 5.0 m depth | Nos | 9270.45 | 9270.45 | 1.0 | False | None | None | False | None | False | 9270.45 | 0 | | 3729666 | 138560 | None | code24 | Steel Fabrication 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. | Tonne | 82961.55 | 82961.55 | 140.198 | False | None | None | False | None | False | 11631043.3869 | 0 | | 3729667 | 138560 | None | code25 | 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. | Cum | 279.3 | 279.3 | 237.944 | False | None | None | False | None | False | 66457.7592 | 0 | | 3729668 | 138560 | None | code26 | Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. | Each | 11338.95 | 11338.95 | 10.0 | False | None | None | False | None | False | 113389.5 | 0 | | 3729669 | 138560 | None | code27 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: 65 x 65 x 8mm | Mtr | 4595.85 | 4595.85 | 2.0 | False | None | None | False | None | False | 9191.7 | 0 | | 3729670 | 138560 | None | code28 | Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete | Mtr | 5355.0 | 5355.0 | 12.0 | False | None | None | False | None | False | 64260.0 | 0 | | 3729671 | 138560 | None | code29 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6601.35 | 6601.35 | 15.45 | False | None | None | False | None | False | 101990.8575 | 0 | | 3729672 | 138560 | None | code30 | 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 | Cum | 288.86 | 288.86 | 345.46 | False | None | None | False | None | False | 99789.5756 | 0 | | 3729673 | 138560 | None | code31 | 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 Ordinary rock witout blasting depth upto 1.5m | Cum | 500.54 | 500.54 | 172.73 | False | None | None | False | None | False | 86458.2742 | 0 | | 3729674 | 138560 | None | code32 | 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. In Hard rock requiring blasting depth upto 1.5m. | Cum | 737.57 | 737.57 | 115.152 | False | None | None | False | None | False | 84932.66064 | 0 | | 3729675 | 138560 | None | code33 | 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. In all kinds of soils | Cum | 364.93 | 364.93 | 150.86 | False | None | None | False | None | False | 55053.3398 | 0 | | 3729676 | 138560 | None | code34 | 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.In Ordinary rock witout blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 614.09 | 614.09 | 90.516 | False | None | None | False | None | False | 55584.97044 | 0 | | 3729677 | 138560 | None | code35 | 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. In Hard rock requiring blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 829.08 | 829.08 | 60.344 | False | None | None | False | None | False | 50030.00352 | 0 | | 3729678 | 138560 | None | code36 | 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. In all kinds of soils | Cum | 529.2 | 529.2 | 70.9125 | False | None | None | False | None | False | 37526.895 | 0 | | 3729679 | 138560 | None | code37 | 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. In Ordinary rock witout blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 697.88 | 697.88 | 42.5475 | False | None | None | False | None | False | 29693.0493 | 0 | | 3729680 | 138560 | None | code38 | 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. In Hard rock requiring blasting depth exceeding 1.5m but not exceeding 3m. | Cum | 915.08 | 915.08 | 28.365 | False | None | None | False | None | False | 25956.2442 | 0 | | 3729681 | 138560 | None | code39 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). For MS Pipes of 219mm diaNote: a) No Negative tolerance in respect of thickness is pemissible.b) Basic Cost of MS Plate is considered as Rs.71,700/- per MTc) The pipe costs are FOR destination anywhere in Karnataka. Pipe of 1168mm dia-9.5mm thick. Filter to Second Stage tank -65 m Second Stage tank to 3rd Stage Tank Outlet -45 m Filter Outlet Existing Second Stage Outlet -30 m | Rmtr | 34240.5 | 34240.5 | 155.0 | False | None | None | False | None | False | 5307277.5 | 0 | | 3729682 | 138560 | None | code40 | Manufacturing, providing, transporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing)
Note:
1) For small works where the C.M. lining is not practicable for inside
surface of the pipe, food grade expoxy painting of two coat over one coat
of epoxy primer may be proposed and got approved.
2) The above rates are applicable only for pipe work
Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipes | Kg | 178.5 | 178.5 | 1505.0 | False | None | None | False | None | False | 268642.5 | 0 | | 3729683 | 138560 | None | code41 | 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 Grade PE100-PN10.0,315mm dia | Rmtr | 4351.2 | 4351.2 | 120.0 | False | None | None | False | None | False | 522144.0 | 0 | | 3729684 | 138560 | None | code42 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete. 300 mm Dia.PN-16 sluice valve for scour line. | Nos | 73966.2 | 73966.2 | 1.0 | False | None | None | False | None | False | 73966.2 | 0 | | 3729685 | 138560 | None | code43 | 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 | 575.76 | False | None | None | False | None | False | 96727.68 | 0 | | 3729686 | 138560 | None | code44 | Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304/ CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) | Nos | 1021315.05 | 1021315.05 | 4.0 | False | None | None | False | None | False | 4085260.2 | 0 | | 3729687 | 138560 | None | code45 | Providing, fabricaing and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge forFlanges of 1100mm dia and 30mm thick. | Nos | 20091.75 | 20091.75 | 8.0 | False | None | None | False | None | False | 160734.0 | 0 | | 3729688 | 138560 | None | code46 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 600mm dia. | Nos | 22407.0 | 22407.0 | 4.0 | False | None | None | False | None | False | 89628.0 | 0 | | 3729689 | 138560 | None | code47 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . For DI/CI puddle flanges of 500mm dia. | Nos | 16477.65 | 16477.65 | 1.0 | False | None | None | False | None | False | 16477.65 | 0 | | 3729690 | 138560 | None | code48 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete . 300 mm dia for scour -PN16 | Nos | 5965.05 | 5965.05 | 1.0 | False | None | None | False | None | False | 5965.05 | 0 |
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