| 1716897931000 | 1 | None | None | Water supply/sewage lines | Construction of 100KL OHTNear Bus stand in Sarsamba village in Aland taluka under KKRDB | 1920715.7 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3193710 | 109800 | None | 001 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm dia for inlet. | Mtr | 2315.25 | 2315.25 | 14.5 | False | None | None | False | None | False | 33571.125 | 0 | | 3193711 | 109800 | None | 002 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm dia for over flow | Mtr | 2315.25 | 2315.25 | 14.5 | False | None | None | False | None | False | 33571.125 | 0 | | 3193712 | 109800 | None | 003 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm dia for scour | Mtr | 2315.25 | 2315.25 | 11.5 | False | None | None | False | None | False | 26625.375 | 0 | | 3193713 | 109800 | None | 004 | Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia. | Mtr | 3075.45 | 3075.45 | 11.5 | False | None | None | False | None | False | 35367.675 | 0 | | 3193714 | 109800 | None | 005 | Supplying 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 . 100mm dia (outlet) | Each | 1897.35 | 1897.35 | 1.0 | False | None | None | False | None | False | 1897.35 | 0 | | 3193715 | 109800 | None | 006 | Supplying 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 . 80mm dia (Inlet,over flow ,scour & for future connection) | Each | 1602.3 | 1602.3 | 4.0 | False | None | None | False | None | False | 6409.2 | 0 | | 3193716 | 109800 | None | 007 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.100mm dia (outlet) | Each | 420.0 | 420.0 | 1.0 | False | None | None | False | None | False | 420.0 | 0 | | 3193717 | 109800 | None | 008 | Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80mm dia (Inlet,over flow ,scour,and bypass) | Each | 350.0 | 350.0 | 5.0 | False | None | None | False | None | False | 1750.0 | 0 | | 3193718 | 109800 | None | 009 | Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. | Each | 320.0 | 320.0 | 2.0 | False | None | None | False | None | False | 640.0 | 0 | | 3193719 | 109800 | None | 010 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: 100mm dia | Each | 9300.9 | 9300.9 | 1.0 | False | None | None | False | None | False | 9300.9 | 0 | | 3193720 | 109800 | None | 011 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: 80mm dia | Each | 8413.65 | 8413.65 | 3.0 | False | None | None | False | None | False | 25240.95 | 0 | | 3193721 | 109800 | None | 012 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 | 76.65 | 76.65 | 58.71 | False | None | None | False | None | False | 4500.1215 | 0 | | 3193722 | 109800 | None | 013 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 Without Blasting | Cum | 285.6 | 285.6 | 8.81 | False | None | None | False | None | False | 2516.136 | 0 | | 3193723 | 109800 | None | 014 | Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m 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 | 389.55 | 389.55 | 7.2 | False | None | None | False | None | False | 2804.76 | 0 | | 3193724 | 109800 | None | 015 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately) | Cum | 6731.91 | 6731.91 | 4.4 | False | None | None | False | None | False | 29620.404 | 0 | | 3193725 | 109800 | None | 016 | 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 | 214.2 | 214.2 | 60.93 | False | None | None | False | None | False | 13051.206 | 0 | | 3193726 | 109800 | None | 017 | Providing and laying in position Reinforced cement RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 9687.23 | 9687.23 | 9.38 | False | None | None | False | None | False | 90866.2174 | 0 | | 3193727 | 109800 | None | 018 | Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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 compactedusing needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level 9m to 12m height. | Cum | 16492.62 | 16492.62 | 9.72 | False | None | None | False | None | False | 160308.2664 | 0 | | 3193728 | 109800 | None | 019 | Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags) M30 Design Mix with 20mm aggregate for level and 9m to 12m height. | Cum | 24778.86 | 24778.86 | 10.09 | False | None | None | False | None | False | 250018.6974 | 0 | | 3193729 | 109800 | None | 020 | Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).RCC M30 Design Mix with 20mm aggregate for level and upto 9m to 12m height. | Cum | 26106.9 | 26106.9 | 6.43 | False | None | None | False | None | False | 167867.367 | 0 | | 3193730 | 109800 | None | 021 | Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags) RCC M30 Design Mix with 20mm aggregate for level and upto 9m to 12m height. | Cum | 25271.52 | 25271.52 | 4.796 | False | None | None | False | None | False | 121202.20992 | 0 | | 3193731 | 109800 | None | 022 | Providing Thermo-Mechanically Treated bars of grade Fe-500 or more Steel einforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 100.8 | 100.8 | 5254.06 | False | None | None | False | None | False | 529609.248 | 0 | | 3193732 | 109800 | None | 023 | 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 | 6037.5 | 6037.5 | 1.0 | False | None | None | False | None | False | 6037.5 | 0 | | 3193733 | 109800 | None | 024 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | No | 2216.55 | 2216.55 | 1.0 | False | None | None | False | None | False | 2216.55 | 0 | | 3193734 | 109800 | None | 025 | 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 | Each | 4932.9 | 4932.9 | 1.0 | False | None | None | False | None | False | 4932.9 | 0 | | 3193735 | 109800 | None | 026 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 9 m and upto 12 m | Sqm | 160.65 | 160.65 | 247.46 | False | None | None | False | None | False | 39754.449 | 0 | | 3193736 | 109800 | None | 027 | Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete For Over Head Tanks upto 12m staging | No | 9036.3 | 9036.3 | 1.0 | False | None | None | False | None | False | 9036.3 | 0 | | 3193737 | 109800 | None | 028 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post) | Rmtr | 1152.9 | 1152.9 | 35.35 | False | None | None | False | None | False | 40755.015 | 0 | | 3193738 | 109800 | None | 029 | 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 | Rmtr | 5355.0 | 5355.0 | 3.3 | False | None | None | False | None | False | 17671.5 | 0 | | 3193739 | 109800 | None | 030 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade. | Cum | 1.26 | 1.26 | 200.0 | False | None | None | False | None | False | 252.0 | 0 | | 3193740 | 109800 | None | 031 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. | Sqm | 89.25 | 89.25 | 6.0 | False | None | None | False | None | False | 535.5 | 0 | | 3193741 | 109800 | None | 032 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 | 76.65 | 76.65 | 8.0 | False | None | None | False | None | False | 613.2 | 0 | | 3193742 | 109800 | None | 033 | Earth work excavation for Foundation In all kinds of soils Depth upto 3 m 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 Without Blasting | Cum | 285.6 | 285.6 | 1.2 | False | None | None | False | None | False | 342.72 | 0 | | 3193743 | 109800 | None | 034 | 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 | 214.29 | 214.29 | 8.179 | False | None | None | False | None | False | 1752.67791 | 0 | | 3193744 | 109800 | None | 035 | Providing and laying in position plain cement concrete PCC 1:2:4 using 40 mm aggregate 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, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately) | Cum | 6731.91 | 6731.91 | 0.217 | False | None | None | False | None | False | 1460.82447 | 0 | | 3193745 | 109800 | None | 036 | Providing and laying in position Reinforced cement RCC M25 Design Mix with 20mm aggregate for footings, rafts and combind footing etc.with smooth finishing the exposed faces in CM 1:4, 12mm thick 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). | Cum | 9687.23 | 9687.23 | 0.804 | False | None | None | False | None | False | 7788.53292 | 0 | | 3193746 | 109800 | None | 037 | Providing and laying in position Reinforced cement concrete for Spiral Staircase over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 340 kgs (6.80 bags)) RCC M25 Design Mix with 20mm aggregate for level and upto 9 - 12 mheight. | Cum | 31060.61 | 31060.61 | 3.548 | False | None | None | False | None | False | 110203.04428 | 0 | | 3193747 | 109800 | None | 038 | Providing Thermo-Mechanically Treated bars of grade Fe-500 or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 100.8 | 100.8 | 565.76 | False | None | None | False | None | False | 57028.608 | 0 | | 3193748 | 109800 | None | 039 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 6 m and upto 9 m | Sqm | 183.75 | 183.75 | 85.208 | False | None | None | False | None | False | 15656.97 | 0 | | 3193749 | 109800 | None | 040 | Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. | Cum | 448.0 | 448.0 | 9.41 | False | None | None | False | None | False | 4215.68 | 0 | | 3193750 | 109800 | None | 041 | Providing and laying in position plain cement concrete of grade M15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. | Cum | 5659.52 | 5659.52 | 4.6 | False | None | None | False | None | False | 26033.792 | 0 | | 3193751 | 109800 | None | 042 | Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank andG.L.S.R.) | Each | 1818.0 | 1818.0 | 4.0 | False | None | None | False | None | False | 7272.0 | 0 | | 3193752 | 109800 | None | 043 | Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. | Kg | 71.42 | 71.42 | 280.0 | False | None | None | False | None | False | 19997.6 | 0 |
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