| 1725018015000 | 0 | None | None | Other Works | Construction of guard room in solid waste disposal plant | 423411.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3888800 | 149426 | None | code1 | 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 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m.PWD SR 2023-24, Vol-I, P. No. 9, I. No. 1.16 | Cum | 570.62 | 570.62 | 58.059 | False | None | None | False | None | False | 33129.62658 | 0 | | 3888801 | 149426 | None | code2 | 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 Using 40 mm nominal size graded crushed coarse aggregates.PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.1.3 | Cum | 5989.0 | 5989.0 | 2.3382 | False | None | None | False | None | False | 14003.4798 | 0 | | 3888802 | 149426 | None | code3 | 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. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates (Volume 1 P No. 16. I No 2.4.2 PWD SR 2023-24 Common Shedule of Rates) As per recommendations of Technical working group, rates for formwork shall be addedon percentage basis to the finished concrete item rate as per table below :Foundation, Sub structure 5% .PWD CSR 2023-24, Vol-I, P. No. 16, I. No. 2.5.1 | Cum | 6512.69 | 6512.69 | 2.7576 | False | None | None | False | None | False | 17959.393944 | 0 | | 3888803 | 149426 | None | code4 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Volume 1 P No. 16. I No 2.5.1 PWD SR 2023-24 Common Shedule of Rates) | Cum | 6828.9 | 6828.9 | 10.4578 | False | None | None | False | None | False | 71415.27042 | 0 | | 3888804 | 149426 | None | code5 | Percentage Additionalities for Formwork, Centering and Scaffolding of 2023-24 vol-1 common SR page no 111 WEF 15 11-2023 For RCC Roof-50% | Cum | 3256.35 | 3256.35 | 3.38 | False | None | None | False | None | False | 11006.463 | 0 | | 3888805 | 149426 | None | code6 | Supplying, fitting and placing TMT FE 550 or 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 s Sub structure of Bridges | Tonne | 89457.0 | 89457.0 | 0.89 | False | None | None | False | None | False | 79616.73 | 0 | | 3888806 | 149426 | None | code7 | 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 upto 1.5 m. | Cum | 433.0 | 433.0 | 3.8723 | False | None | None | False | None | False | 1676.7059 | 0 | | 3888807 | 149426 | None | code8 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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.PWD CSR 2023-24, Vol-II, P. No. 17, I. No. 6.33 | Sqm | 1267.93 | 1267.93 | 52.132 | False | None | None | False | None | False | 66099.72676 | 0 | | 3888808 | 149426 | None | code9 | 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 PWD CSR 2023-24, Vol-II, P. No. 42, I. No. 8.7 | Sqm | 376.98 | 376.98 | 105.648 | False | None | None | False | None | False | 39827.18304 | 0 | | 3888809 | 149426 | None | code10 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality 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. (The gloss should be 50% @ 60 degree angle with 10 years life) PWD CSR 2023-24, Vol-II, P. No. 46, I. No. 8.33.1 | Sqm | 158.0 | 158.0 | 105.648 | False | None | None | False | None | False | 16692.384 | 0 | | 3888810 | 149426 | None | code11 | Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications PWD CSR 2023-24, Vol-II, P. No. 64, I. No. 9.37 | Sqm | 809.58 | 809.58 | 11.61 | False | None | None | False | None | False | 9399.2238 | 0 | | 3888811 | 149426 | None | code12 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame | Mtr | 662.29 | 662.29 | 5.8 | False | None | None | False | None | False | 3841.282 | 0 | | 3888812 | 149426 | None | code13 | Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.30 mm thickness | Kg | 3300.12 | 3300.12 | 1.8 | False | None | None | False | None | False | 5940.216 | 0 | | 3888813 | 149426 | None | code14 | PProviding & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall
be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).PWD CSR 2023-24, Vol-II, P. No. 109, I. No. 12.84. | Sqm | 5173.69 | 5173.69 | 2.1 | False | None | None | False | None | False | 10864.749 | 0 | | 3888814 | 149426 | None | code15 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Each | 5377.63 | 5377.63 | 2.1 | False | None | None | False | None | False | 11293.023 | 0 | | 3888815 | 149426 | None | code16 | Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. | Mtr | 8890.96 | 8890.96 | 1.0 | False | None | None | False | None | False | 8890.96 | 0 | | 3888816 | 149426 | None | code17 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia., 6 kg/sqcm & class-3 | Mtr | 226.6 | 226.6 | 6.0 | False | None | None | False | None | False | 1359.6 | 0 | | 3888817 | 149426 | None | code 18 | Percentage Additionalities for Formwork, Centering & Scaffolding of 2023-24 vol-1 common SR page no -111 WEF 15-11-2023 for footing & column BGL-3% | Cum | 195.38 | 195.38 | 2.76 | False | None | None | False | None | False | 539.2488 | 0 | | 3888818 | 149426 | None | code 19 | Percentage Additionalities for Formwork, Centering & Scaffolding of 2023-24 vol-1 common SR page no -111 WEF 15-11-2023 for culumn AGL-70% | Cum | 4780.23 | 4780.23 | 0.86 | False | None | None | False | None | False | 4110.9978 | 0 | | 3888819 | 149426 | None | code 20 | Percentage Additionalities for Formwork, Centering & Scaffolding of 2023-24 vol-1 common SR page no -111 WEF 15-11-2023 For Plinth Beam-50% | Cum | 3256.35 | 3256.35 | 2.52 | False | None | None | False | None | False | 8206.002 | 0 | | 3888820 | 149426 | None | code 21 | Percentage Additionalities for Formwork, Centering & Scaffolding of 2023-24 vol-1 common SR page no -111 WEF 15-11-2023 For RCC Beam/Lintel -60% | Cum | 4097.34 | 4097.34 | 1.84 | False | None | None | False | None | False | 7539.1056 | 0 |
|