| 1721286225000 | 1 | None | None | Other Works | Construction of compund wall East Side Chainege No 0.00 to 170.00 Chinage at vermi compost shed back side of SWM Site | 1500157.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3540052 | 127716 | None | VOL-3 SI NO-2.24 P.G No.12 As Per PWD SR Common Ci | Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and lead, stacking serviceable material and unserviceable material separately.VOL-3 SI NO-2.24 P.G No.12 As Per PWD SR Common Circle 2023-24) | m | 99.91 | 99.91 | 170.0 | False | None | None | False | None | False | 16984.7 | 0 | | 3540053 | 127716 | None | VOL-1 SI NO-1.4 P.G No.05 As Per PWD SR Common C | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work.VOL-1 SI NO-1.4 P.G No.05 As Per PWD SR Common Circle 2023-24) | Cum | 249.26 | 249.26 | 120.96 | False | None | None | False | None | False | 30150.4896 | 0 | | 3540054 | 127716 | None | Vol:1 P.NO.15 I.No:2.1.3 (As Per PWD SR Common | PCC (1:4:8) 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 ( Vol:1 P.NO.15 I.No:2.1.3 (As Per PWD SR Common Circle 2023-24) | Cum | 5995.63 | 5995.63 | 8.06 | False | None | None | False | None | False | 48324.7778 | 0 | | 3540055 | 127716 | None | Vol:1 P.NO.16 I.No:2.5.1 P (As Per PWD SR Common | 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Vol:1 P.NO.16 I.No:2.5.1 P (As Per PWD SR Common Circle 2023-24) | Cum | 6961.5 | 6961.5 | 42.95 | False | None | None | False | None | False | 298996.425 | 0 | | 3540056 | 127716 | None | Vol:1 P.NO.71 I.No:2.11h (As Per PWD SR Common Cir | 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 Vol:1 P.NO.71 I.No:2.11h (As Per PWD SR Common Circle 2023-24) | Tonne | 81381.33 | 81381.33 | 3.01 | False | None | None | False | None | False | 244957.8033 | 0 | | 3540057 | 127716 | None | Formwork | Formwork | Cum | 4780.23 | 4780.23 | 31.22 | False | None | None | False | None | False | 149238.7806 | 0 | | 3540058 | 127716 | None | Formwork | Formwork RATE OF CONCRETE | Cum | 3414.45 | 3414.45 | 11.73 | False | None | None | False | None | False | 40051.4985 | 0 | | 3540059 | 127716 | None | Vol:2 P.NO.16 I.No:6.32 (As Per PWD SR Common Ci | 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. Vol:2 P.NO.16 I.No:6.32 (As Per PWD SR Common Circle 2023-24) | Sqm | 1349.3 | 1349.3 | 306.0 | False | None | None | False | None | False | 412885.8 | 0 | | 3540060 | 127716 | None | Vol-2 Item no 8.1.2 page no 41 (As Per PWD Common | Providing 12 mm cement plaster with cement mortar 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. Vol-2 Item no 8.1.2 page no 41 (As Per PWD Common SR 2023-24) | Sqm | 248.23 | 248.23 | 622.2 | False | None | None | False | None | False | 154448.706 | 0 | | 3540061 | 127716 | None | As Per PWD SR Common Circle 2023-24) | 1Construction 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 thework. VOL-1 P No -07 ; SI NO-1.8 (As Per PWD SR Common Circle 2023-24) | Cum | 488.22 | 488.22 | 84.67 | False | None | None | False | None | False | 41337.5874 | 0 | | 3540062 | 127716 | None | As Per PWD SR Common Circle 2023-24) | 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 machinery, 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 1:4:8 (M7.5) Using 40 mm nominal size graded crushed coarse aggregates (VOL-1 SI NO-2.1.4 (As Per PWD SR Common Circle 2023-24) | Cum | 5947.2 | 5947.2 | 2.69 | False | None | None | False | None | False | 15997.968 | 0 | | 3540063 | 127716 | None | As Per PWD SR Common Circle 2023-24) | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Onecoat as per specifications and as per directions of Engineer in charge. (VOL-2 SI NO-8.54.1 Page no 115 ) (As Per PWD SR Common Circle 2023-24) | Sqm | 75.19 | 75.19 | 622.2 | False | None | None | False | None | False | 46783.218 | 0 |
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