| 1706936710000 | 1 | None | None | Other Works | Construction of gate arch and basic infrastructure for Uppara Community Burial ground in Ward No. 05 under cmc Kollegal | 187498.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2412308 | 72174 | None | Vol-1, P-15 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, tools, usage & other appurtenances required to complete the work. ( Vide CSR 2023-24 Vol-1 Page no: 1.5.1 Item no: 06) ---- As per the directions of the Engineer-in-charge of the work | Cum | 249.26 | 249.26 | 3.75 | False | None | None | False | None | False | 934.725 | 0 | | 2412309 | 72174 | None | Vol-1 Page no: 2.1.3 Item no: 15 | 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. ( Vide CSR 2023-24 Vol-1 Page no: 2.1.3 Item no: 15)Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- As per the directions of the Engineer-in-charge of the work | Cum | 6387.03 | 6387.03 | 2.06 | False | None | None | False | None | False | 13157.2818 | 0 | | 2412310 | 72174 | None | Vol-1 Page no: 16 Item no: 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. ( Vide CSR 2023-24 Vol-1 Page no: 16 Item no: 2.4.3) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- As per the directions of the Engineer-in-charge of the work | Cum | 6716.63 | 6716.63 | 1.97 | False | None | None | False | None | False | 13231.7611 | 0 | | 2412311 | 72174 | None | Vol-1 Page no: 7 Item no: 1.11 | Filling approved 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 upto1.5 m.( Vide CSR 2023-24 Vol-1 Page no: 7 Item no: 1.11) ---- As per the directions of the Engineer-in-charge of the work | Cum | 445.99 | 445.99 | 3.6 | False | None | None | False | None | False | 1605.564 | 0 | | 2412312 | 72174 | None | Vol-1 Page no: 16 Item no: 2.5.2 | 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.( Vide CSR 2023-24 Vol-1 Page no: 16 Item no: 2.5.2)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- As per the directions of the Engineer-in-charge of the work | Cum | 10074.95 | 10074.95 | 1.53 | False | None | None | False | None | False | 15414.6735 | 0 | | 2412313 | 72174 | None | Vol-1 Page no: 18 Item no: 2.11 | 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.( Vide CSR 2023-24 Vol-1 Page no: 18 Item no: 2.11) ---- As per the directions of the Engineer-in-charge of the work | Tonne | 92140.71 | 92140.71 | 0.28 | False | None | None | False | None | False | 25799.3988 | 0 | | 2412314 | 72174 | None | Vol-2 Page no: 13 Item no: 6.4 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement: 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.( Vide CSR 2023-24 Vol-2 Page no: 13 Item no: 6.4) ---- As per the directions of the Engineer-in-charge of the work | Cum | 8920.83 | 8920.83 | 1.42 | False | None | None | False | None | False | 12667.5786 | 0 | | 2412315 | 72174 | None | Vol-2 Page no: 42 Item no: 8.7 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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.( Vide CSR 2023-24 Vol-2 Page no: 42 Item no: 8.7) ---- As per the directions of the Engineer-in-charge of the work | Sqm | 376.98 | 376.98 | 22.6 | False | None | None | False | None | False | 8519.748 | 0 | | 2412316 | 72174 | None | Vol-2 Page no: 46 Item no: 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.( Vide CSR 2023-24 Vol-2 Page no: 46 Item no: 8.33.2) ---- As per the directions of the Engineer-in-charge of the work | Sqm | 142.14 | 142.14 | 22.6 | False | None | None | False | None | False | 3212.364 | 0 | | 2412317 | 72174 | None | Vol-2 Page no: 77 Item no: 11.2 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.( Vide CSR 2023-24 Vol-2 Page no: 77 Item no: 11.2) ---- As per the directions of the Engineer-in-charge of the work | Kg | 116.39 | 116.39 | 440.0 | False | None | None | False | None | False | 51211.6 | 0 | | 2412318 | 72174 | None | Vol-3 Page no: 150 Item no: 16.30 | Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.( Vide CSR 2023-24 Vol-3 Page no: 150 Item no: 16.30) ---- As per the directions of the Engineer-in-charge of the work | No | 10579.13 | 10579.13 | 1.0 | False | None | None | False | None | False | 10579.13 | 0 | | 2412319 | 72174 | None | Vol-1 Page no: 6 Item no 1.6 | Earth work excavation for pipelines/cables 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. ( Vide CSR 2023-24 Vol-1 Page no: 6 Item no: 1.6) ---- As per the directions of the Engineer-in-charge of the work | Cum | 561.35 | 561.35 | 2.97 | False | None | None | False | None | False | 1667.2095 | 0 | | 2412320 | 72174 | None | Vol-2 Page no: 122 Item no: 13.33 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work ( Vide CSR 2023-24 Vol-2 Page no: 122 Item no: 13.33) ---- As per the directions of the Engineer-in-charge of the work | Rmtr | 170.98 | 170.98 | 22.0 | False | None | None | False | None | False | 3761.56 | 0 | | 2412321 | 72174 | None | Vol-1 | 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 ---- As per the directions of the Engineer-in-charge of the work | Cum | 445.99 | 445.99 | 2.97 | False | None | None | False | None | False | 1324.5903 | 0 | | 2412322 | 72174 | None | Vol-1 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- As per the directions of the Engineer-in-charge of the work | Cum | 488.22 | 488.22 | 50.0 | False | None | None | False | None | False | 24411.0 | 0 |
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