| 1721117876000 | 0 | None | None | Other Works | Construction of Septic Tank to Community Toilet Behind Vaddaragudi And Construction Of Compound Wall to Hindu Burial Ground situated at Kottur Road in TMC Harapanahalli Limits | 940307.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3533180 | 127242 | None | code01 | 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. Common SR 2023-24 (V-1), I.No.1.16.2, Page No 9 | Cum | 654.15 | 654.15 | 34.048 | False | None | None | False | None | False | 22272.4992 | 0 | | 3533181 | 127242 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Volume-I (Common SR 2023-24, I.No.2.1.3, P.No.15) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse | Cum | 6288.45 | 6288.45 | 1.596 | False | None | None | False | None | False | 10036.3662 | 0 | | 3533182 | 127242 | None | code03 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Common SR 2023-24 (V-1) I.No.2.5.1, Page No.16 | Cum | 6961.5 | 6961.5 | 9.48 | False | None | None | False | None | False | 65995.02 | 0 | | 3533183 | 127242 | None | code04 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Beam form works consider 20% | Cum | 1392.3 | 1392.3 | 7.032 | False | None | None | False | None | False | 9790.6536 | 0 | | 3533184 | 127242 | None | code05 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Slab form works consider 10% | Cum | 696.15 | 696.15 | 2.448 | False | None | None | False | None | False | 1704.1752 | 0 | | 3533185 | 127242 | None | code06 | 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. Common SR 2023-24 (V-1), I.No.1.9, Page No.7 | Cum | 279.3 | 279.3 | 22.456 | False | None | None | False | None | False | 6271.9608 | 0 | | 3533186 | 127242 | None | code07 | 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 (Common SR 2023-24, I.No.2.11a, P.No.18) | Tonne | 93929.85 | 93929.85 | 1.185 | False | None | None | False | None | False | 111306.87225 | 0 | | 3533187 | 127242 | None | code08 | Food Graded Water Proofing Membrane Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. Common SR 2023-24 (V-2), I.No.15.6, Page No.150 | Sqm | 532.35 | 532.35 | 39.6 | False | None | None | False | None | False | 21081.06 | 0 | | 3533188 | 127242 | None | code09 | Providing, fixing, applying of contraction joint with suitable type PVC water stopper of 230 mm width and 5 mm thick sealed with 12 mm x 25 mm gun grade polysulphide elastomeric joint sealant of FOSROC make (NITO seal MS 600) over a backer rod and high performance laminated closed cell polyethylene foam joint filler of suitable make (CAPCELLHD-100) in sheet foam having a density of 100 Kg / Cum, non staining with less than 1% water absorption, having 97% recovery at compression and as directed by Engineer-in-charge. Common SR 2023-24 (V-5), I.No.8.5, Page No.92 | Mtr | 630.0 | 630.0 | 6.0 | False | None | None | False | None | False | 3780.0 | 0 | | 3533189 | 127242 | None | code10 | Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. Common SR 2023-24 (V-5), I.No.16.61.1, Page No 208 | Each | 953.4 | 953.4 | 1.0 | False | None | None | False | None | False | 953.4 | 0 | | 3533190 | 127242 | None | code11 | Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts. For double flanged CI pipes of 200mm dia. Common SR 2023-24 (V-5), I.No.7.6.2, Page No 208 | Mtr | 3160.5 | 3160.5 | 3.0 | False | None | None | False | None | False | 9481.5 | 0 | | 3533191 | 127242 | None | code12 | Construction Of Compound To Hindu Burial Ground | Each | 1.0 | 1.0 | 1.0 | False | None | None | False | None | False | 1.0 | 0 | | 3533192 | 127242 | None | code13 | Earth work excavation for Foundation by manual means for all Buildings, Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, providing shoring & strutting,barricading, caution lights, removal of stumps and other deleterious matter, 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& other appurtenances required to complete the work. Common SR 2023-24 (V-1), I.No.1.4.1, Page No.5 | Cum | 254.1 | 254.1 | 61.585 | False | None | None | False | None | False | 15648.7485 | 0 | | 3533193 | 127242 | None | code14 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Volume-I (Common SR 2023-24, I.No.2.1.3, P.No.15) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse | Cum | 6288.45 | 6288.45 | 8.145 | False | None | None | False | None | False | 51219.42525 | 0 | | 3533194 | 127242 | None | code15 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Common SR 2023-24 (V-1) I.No.2.5.1, Page No.16 | Cum | 6961.5 | 6961.5 | 18.8871 | False | None | None | False | None | False | 131482.54665 | 0 | | 3533195 | 127242 | None | code16 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Common SR 2023-24 (V-2), I.No.6.32, Page No.17 | Sqm | 1375.5 | 1375.5 | 122.22 | False | None | None | False | None | False | 168113.61 | 0 | | 3533196 | 127242 | None | code17 | PLASTERING :- Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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. Common SR 2023-24 (V-2), I.No.8.2.2, Page No.41 | Sqm | 292.95 | 292.95 | 244.44 | False | None | None | False | None | False | 71608.698 | 0 | | 3533197 | 127242 | None | code18 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Column form works consider 20% | Cum | 1392.3 | 1392.3 | 2.7945 | False | None | None | False | None | False | 3890.78235 | 0 | | 3533198 | 127242 | None | code19 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Beam form works consider 20% | Cum | 1392.3 | 1392.3 | 4.6851 | False | None | None | False | None | False | 6523.06473 | 0 | | 3533199 | 127242 | None | code20 | 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. Common SR 2023-24 (V-1), I.No.1.9, Page No.7 | Cum | 279.3 | 279.3 | 39.4984 | False | None | None | False | None | False | 11031.90312 | 0 | | 3533200 | 127242 | None | code21 | 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 (Common SR 2023-24, I.No.2.11a, P.No.18) | Tonne | 93929.85 | 93929.85 | 1.5488 | False | None | None | False | None | False | 145478.55168 | 0 | | 3533201 | 127242 | None | code22 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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 Common SR 2023-24 (V-2), I.No.8.29, Page No.46 | Sqm | 297.15 | 297.15 | 244.44 | False | None | None | False | None | False | 72635.346 | 0 |
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