1723539161000 | 0 | None | None | Other Works | Zonal no.07 Construction of Chain Link Fencing & Fixing of Gate at Near Renuka Nagar Post Office Garden in ward no.30 | 3901737.33 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3766839 | 141813 | None | code Vol-1 Page No.5 Item no..1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5m (UNI SR 2023-24 Vol-I / Page No.5 / Item No.1.4.1) | Cum | 254.1 | 254.1 | 162.54 | False | None | None | False | None | False | 41301.414 | 0 | 3766840 | 141813 | None | code Vol-1 Page No.15 Item no..2.1.3 | 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) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.15 / Item No.2.1.3) | Cum | 6288.45 | 6288.45 | 17.68 | False | None | None | False | None | False | 111179.796 | 0 | 3766841 | 141813 | None | code Vol-3 Page No.17 Item no..6.32 | 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 (UNI SR 2023-24 Vol-II / Page No.17 / Item No.6.32) | Sqm | 1375.5 | 1375.5 | 818.52 | False | None | None | False | None | False | 1125874.26 | 0 | 3766842 | 141813 | None | code Vol-1 Page No.15 Item no..2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushedgraded 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)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.15 / Item No.2.1.4) | Cum | 6527.85 | 6527.85 | 17.51 | False | None | None | False | None | False | 114302.6535 | 0 | 3766843 | 141813 | None | code Vol-2 Page No.41 Item no..8.2.2 | 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. (UNI SR 2023-24 Vol-II / Page No.41 / Item No.8.2.2) | Sqm | 292.95 | 292.95 | 871.32 | False | None | None | False | None | False | 255253.194 | 0 | 3766844 | 141813 | None | code Vol-2 Page No.82 Item no..11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (UNI SR 2023-24 Vol-2 / Page No.82 / Item No.11.25.2) | Kg | 142.8 | 142.8 | 8957.62 | False | None | None | False | None | False | 1279148.136 | 0 | 3766845 | 141813 | None | code Vol-2 Page No.95 Item no..11.58 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm)(UNI SR 2023-24 Vol-2 / Page No.95 / Item No.11.58) | Sqm | 843.15 | 843.15 | 684.0 | False | None | None | False | None | False | 576714.6 | 0 | 3766846 | 141813 | None | code Vol-2 Page No.45 Item no..8.27 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (UNI SR 2023-24 Vol-2 / Page No.45 / Item No.8.27) | Sqm | 55.65 | 55.65 | 985.32 | False | None | None | False | None | False | 54833.058 | 0 | 3766847 | 141813 | None | code Vol-2 Page No.45 Item no..8.28 | 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. (UNI SR 2023-24 Vol-2 / Page No.45 / Item No.8.28) | Sqm | 93.45 | 93.45 | 985.32 | False | None | None | False | None | False | 92078.154 | 0 | 3766848 | 141813 | None | code Vol-2 Page No.48 Item no..8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.(UNI SR 2023-24 Vol-2 / Page No.48 / Item No.8.40) | Sqm | 120.75 | 120.75 | 1389.6 | False | None | None | False | None | False | 167794.2 | 0 | 3766849 | 141813 | None | code Vol-1 Page No.16 Item no..2.4.2 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (UNI SR 2023-24 Vol-I / Page No.16 / Item No.2.4.2) | Cum | 6639.15 | 6639.15 | 2.25 | False | None | None | False | None | False | 14938.0875 | 0 | 3766850 | 141813 | None | code Vol-1 Page No.11 Sl no..1.b | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) (UNI SR 2023-24 Vol-1/ Page no.111/sl.no.1.b) 3% of total concrete cost | Cum | 199.17 | 199.17 | 1.01 | False | None | None | False | None | False | 201.1617 | 0 | 3766851 | 141813 | None | code Vol-1 Page No.11 Sl no..9 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) (UNI SR 2023-24 Vol-1/ Page No.111/sl.no.9) 70% of total concrete cost | Cum | 4647.4 | 4647.4 | 1.24 | False | None | None | False | None | False | 5762.776 | 0 | 3766852 | 141813 | None | code Vol-1 Page No.18 Item no..2.11 c | 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. c)Sub structure of Bridges (UNI SR 2023-24 Vol-I / Page No.18 / Item no..2.11 c) | Tonne | 90754.65 | 90754.65 | 0.18 | False | None | None | False | None | False | 16335.837 | 0 | 3766853 | 141813 | None | Approved rate 12.8.22 | Providing and laying Surface Mount Reinforcement Bench Conforming to ROSO spect, without Arm rest and back support with material specification of RCC M-30 grade con le mix in accordance with IS: 10269/latest in grey cement by using vibro-compaction technique and with reinforcement as detailed in Govng speen.TMT reinforcemnt bar confirming to IS: 1786/1 of dia 10mm used as main reinforcement bar and 4mm dia mild steel bars used as stirrups as per drawing. Stirrups of 10nos- 4mm dia bar @ 150mm c/c and main reinforcement 4nos -10mm dia bar. Each seating plank (bottom) of bench bolted with leg by help of 12mm dia x 65mm length galavnized steel counter sunk bolts with EVA washer- back rest planks fitted with half threaded carriage bolts and nuts of size 165mm x 8mm dia with EVA and steel washer. Plank dimension 1500mm x 440mm, seat height from the ground 450mm, distance between both legs 340mm architect drawing and direction. The work includes all other incidental works required to complete the work in all respects for smooth functioning of the equipment at all times in all respects for its intended use. The works required in fixing the equipment on site as per siter condition. the cost included cost of transportation. cost of labours, HOM of machinaery etc., required to complete the work as per direction of engieer incharge(Made of G.I. wire of dia 4 mm) (A/R 2023-24, Dt:12/08/2022) | Each | 15340.0 | 15340.0 | 3.0 | False | None | None | False | None | False | 46020.0 | 0 |
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