| 1709136906000 | 0 | None | None | Other Works | Package No.06-RRNZ-RRND-(a)Construction & Improvements to the Roads, Drains & Pathways (b) Construction & Improvements to the existing toilets & other allied works in Ward No. 38 Lakshmidevinagar in RR Nagar Division for the Year 2023-24 | 7255782.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2847467 | 92295 | None | item001 | 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 1.5 m.Item No.1.4.1,Page No.(5), Vol I CSR 23-24 | Cum | 528.56 | 528.56 | 496.56 | False | None | None | False | None | False | 262461.7536 | 0 | | 2847468 | 92295 | None | item002 | 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. In Ordinary/Soft rock upto 300 mm depth. (Vol-I P.No-8 I.No-1.13 CSR-2023-24) | Cum | 398.2 | 398.2 | 5.13 | False | None | None | False | None | False | 2042.766 | 0 | | 2847469 | 92295 | None | item003 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth ( Vol-I P.No-8 I.No-1.15.1 CSR-2023-24) | Cum | 399.3 | 399.3 | 22.62 | False | None | None | False | None | False | 9032.166 | 0 | | 2847470 | 92295 | None | item004 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the Following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (P.No.10/ I.No. 1.19.1 of CSR Vol-I 2023-24) | Cum | 499.4 | 499.4 | 36.0 | False | None | None | False | None | False | 17978.4 | 0 | | 2847471 | 92295 | None | item005 | 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 & other appurtenances required to complete the workIn all kinds of soils upto 300 mm depth..Item No.1.12,Page No.8, Vol I SR 23-24 | Cum | 247.86 | 247.86 | 269.32 | False | None | None | False | None | False | 66753.6552 | 0 | | 2847472 | 92295 | None | item006 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. (Pg. No-11, I.No.1.23 of Vol-1 S.R 2023-24) | Cum | 2950.2 | 2950.2 | 2.21 | False | None | None | False | None | False | 6519.942 | 0 | | 2847473 | 92295 | None | item007 | 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.Item No.2.1.3,Page No.15, Vol I CSR 23-24 | Cum | 6587.9 | 6587.9 | 166.87 | False | None | None | False | None | False | 1099322.873 | 0 | | 2847474 | 92295 | None | item008 | 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 20 mm and down size graded crushed coarse aggregates..( Vol-I P.No-15 I.No-2.1.4 CSR-2023-24) | Cum | 6838.7 | 6838.7 | 18.74 | False | None | None | False | None | False | 128157.238 | 0 | | 2847475 | 92295 | None | item009 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , 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 to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates ( Vol-I P.No-15 I.No-2.2.1 CSR-2023.24) | Cum | 7468.96 | 7468.96 | 3.28 | False | None | None | False | None | False | 24498.1888 | 0 | | 2847476 | 92295 | None | item010 | 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates ( Vol-I P.No-16 I.No-2.4.3 CSR-2023-24) | Cum | 7527.17 | 7527.17 | 0.32 | False | None | None | False | None | False | 2408.6944 | 0 | | 2847477 | 92295 | None | item011.1 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates (Vol-I P.No-16 I.No-2.5.2 CSR-2023-24) | Cum | 12796.41 | 12796.41 | 0.86 | False | None | None | False | None | False | 11004.9126 | 0 | | 2847478 | 92295 | None | item011.2 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates (Vol-I P.No-16 I.No-2.5.2 CSR-2023-24) | Cum | 11290.95 | 11290.95 | 5.88 | False | None | None | False | None | False | 66390.786 | 0 | | 2847479 | 92295 | None | item011.3 | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates (Vol-I P.No-16 I.No-2.5.2 CSR-2023-24) | Cum | 12043.68 | 12043.68 | 1.64 | False | None | None | False | None | False | 19751.6352 | 0 | | 2847480 | 92295 | None | item012 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)( VOL-II,P.No-9, I.No.5.4-SRB-2023-24) | Cum | 7027.9 | 7027.9 | 11.7 | False | None | None | False | None | False | 82226.43 | 0 | | 2847481 | 92295 | None | item013 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge( VOL-II,P.No-44, I.No.8.19.1-SRB-2023-24) | Sqm | 280.5 | 280.5 | 18.72 | False | None | None | False | None | False | 5250.96 | 0 | | 2847482 | 92295 | None | item014 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Granular Sub-Base Plant Mix Method. Materia.Item No.4.1(V),Page No.23, Vol III SR-23-24 | Cum | 2735.7 | 2735.7 | 128.0625 | False | None | None | False | None | False | 350340.58125 | 0 | | 2847483 | 92295 | None | item015 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.Item No.6.1,Page No.49, Vol III SR 23-24 | Cum | 5412.0 | 5412.0 | 254.66 | False | None | None | False | None | False | 1378219.92 | 0 | | 2847484 | 92295 | None | item016 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Item No.16.28,Page No.149, Vol III SR 23-24 | Cum | 7429.4 | 7429.4 | 128.0625 | False | None | None | False | None | False | 951427.5375 | 0 | | 2847485 | 92295 | None | item017 | Construction, Moulding & Casting of Pre-Cast Segmental "U" Shape drain of Size not less than (800mmx600mmx150mm), made up of M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates & 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 etc., labour, Usage charges of machinery curing and all other appurtenances including Cost of Haulage in Surface Road upto 2Km etc., all complete as directed by Engineer in Charge. (Approved Data Rate) | Rmtr | 4000.0 | 4000.0 | 244.0 | False | None | None | False | None | False | 976000.0 | 0 | | 2847486 | 92295 | None | item018 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 at 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. Item No.17.14,Page No.177, Vol II CSR 23-24 | Sqm | 1287.0 | 1287.0 | 238.5 | False | None | None | False | None | False | 306949.5 | 0 | | 2847487 | 92295 | None | item019 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Item No.9.25,Page No.63, Vol II CSR 23-24 | Sqm | 880.0 | 880.0 | 935.75 | False | None | None | False | None | False | 823460.0 | 0 | | 2847488 | 92295 | None | item020 | 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-I ,P.No-18, I.No-2.11a, SRB-2023-24) | Tonne | 98402.7 | 98402.7 | 1.32 | False | None | None | False | None | False | 129891.564 | 0 | | 2847489 | 92295 | None | item021 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge..( P.No-149, I.No-15.1, VOL-2 of SRB-2023-24) | Sqm | 907.69 | 907.69 | 29.13 | False | None | None | False | None | False | 26441.0097 | 0 | | 2847490 | 92295 | None | item022 | 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-II ,P.No-17, I.No-6.32, SRB-2023-24) | Sqm | 1441.0 | 1441.0 | 28.5 | False | None | None | False | None | False | 41068.5 | 0 | | 2847491 | 92295 | None | item023 | 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. (Pg No-17, I.No-6.33, Volume-2 CSR 2023-24) | Sqm | 1354.1 | 1354.1 | 10.8 | False | None | None | False | None | False | 14624.28 | 0 | | 2847492 | 92295 | None | item024 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry 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-II ,P.No-42, I.No-8.8, SRB-2023-24 | Sqm | 408.1 | 408.1 | 56.76 | False | None | None | False | None | False | 23163.756 | 0 | | 2847493 | 92295 | None | item025 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry 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. (Pg No-41, I.No-8.4.2, Volume-2 CSR 2023-24) | Sqm | 343.2 | 343.2 | 21.39 | False | None | None | False | None | False | 7341.048 | 0 | | 2847494 | 92295 | None | item026 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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. (Pg No-41, I.No-8.2.1, Vol-2 SRB 2023-24) | Sqm | 324.5 | 324.5 | 81.72 | False | None | None | False | None | False | 26518.14 | 0 | | 2847495 | 92295 | None | item027 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer in-charge. (Vol-II ,P.No-44, I.No-8.21, SRB-2023-24) | Sqm | 28.6 | 28.6 | 78.15 | False | None | None | False | None | False | 2235.09 | 0 | | 2847496 | 92295 | None | item028 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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. (Pg No-46, I.No-8.30, Volume-2 SRB 2023-24) | Sqm | 191.4 | 191.4 | 56.76 | False | None | None | False | None | False | 10863.864 | 0 | | 2847497 | 92295 | None | item029 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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. (Pg No-45, I.No-8.25, Volume-2 SRB 2023-24) | Sqm | 150.7 | 150.7 | 21.39 | False | None | None | False | None | False | 3223.473 | 0 | | 2847498 | 92295 | None | item030 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. (Pg No-60, I.No-9.11, Volume-2 CSR 2023-24) | Sqm | 977.9 | 977.9 | 14.4 | False | None | None | False | None | False | 14081.76 | 0 | | 2847499 | 92295 | None | item031 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (Pg No-65, I.No-9.38, Volume-2 CSB 2021-22) 2nd Quarter Revision Date-07.07.2022 | Sqm | 1531.2 | 1531.2 | 8.82 | False | None | None | False | None | False | 13505.184 | 0 | | 2847500 | 92295 | None | item032 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (Pg No-86, I.No-11.34A, Volume-2 CSR 2023-24) | Sqm | 184.8 | 184.8 | 30.24 | False | None | None | False | None | False | 5588.352 | 0 | | 2847501 | 92295 | None | item033 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Pg No-47, I.No-8.33.3, Volume-2 CSR 2023-24) | Sqm | 152.9 | 152.9 | 2.88 | False | None | None | False | None | False | 440.352 | 0 | | 2847502 | 92295 | None | item034 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Pg No-109, I.No-12.85, Volume-2 CSR 2021-22) | Sqm | 6290.9 | 6290.9 | 1.44 | False | None | None | False | None | False | 9058.896 | 0 | | 2847503 | 92295 | None | item035 | 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 (Pg.No-112 I,No-12.96 of Vol-2 SRB-2023-24) | Mtr | 707.3 | 707.3 | 45.6 | False | None | None | False | None | False | 32252.88 | 0 | | 2847504 | 92295 | None | item036 | Providing & fixing Factory made 100% carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 35mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. (Pg.No-112, I.No-12.97.2 of Vol-2 SRB-2023-24) | Sqm | 3998.5 | 3998.5 | 12.6 | False | None | None | False | None | False | 50381.1 | 0 | | 2847505 | 92295 | None | item037 | Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Pg.No-131, Item No-14.1.1 of Vol-2 SR-2023-24) | No | 5372.4 | 5372.4 | 4.0 | False | None | None | False | None | False | 21489.6 | 0 | | 2847506 | 92295 | None | item038 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings.Flat back wash basin of size 630x450 mm (Pg.No-135, Item No-14.25.1 SR-2023-24) | No | 1084.6 | 1084.6 | 2.0 | False | None | None | False | None | False | 2169.2 | 0 | | 2847507 | 92295 | None | item039 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI: 12701, colour of opaque white or as approved by Engineer-in-charge the rate includes making necessary holes for inlet, outlet & over flow pipes. The base support /c fittings & fixtures for tank shall be paid separately. (Pg.No-123, Item No-13.34A VOL-II SR-2023-24 | Ltr | 9.9 | 9.9 | 2000.0 | False | None | None | False | None | False | 19800.0 | 0 | | 2847508 | 92295 | None | item040 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : (Pg.No-117, Item No-13.2.2 of Vol-2 SR-2021-22) | No | 335.5 | 335.5 | 4.0 | False | None | None | False | None | False | 1342.0 | 0 | | 2847509 | 92295 | None | item041 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 20mm pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, including fixing the pipe and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc, (P.No.122, I.No.13.33.2, Vol-2 PWD SR 2023-24) | Mtr | 238.7 | 238.7 | 100.0 | False | None | None | False | None | False | 23870.0 | 0 | | 2847510 | 92295 | None | item042 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 25mm pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, including fixing the pipe and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc, (P.No.122, I.No.13.33.3, Vol-2 PWD SR 2023-24) | Mtr | 325.6 | 325.6 | 100.0 | False | None | None | False | None | False | 32560.0 | 0 | | 2847511 | 92295 | None | item043 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 (P.No.119, I.No.13.15, Vol-2,SR 2023-24) | No | 797.5 | 797.5 | 4.0 | False | None | None | False | None | False | 3190.0 | 0 | | 2847512 | 92295 | None | item044 | Providing and fixing 100 mm sand cast Iron grating for gully trap) ( P.No.136, I.No.14.29 of Vol-2 SRB-2023-24) | No | 51.7 | 51.7 | 2.0 | False | None | None | False | None | False | 103.4 | 0 | | 2847513 | 92295 | None | item045 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore (Vol-II ,P.No-117, I.No-13.4.4, SRB-2023-24) | No | 940.5 | 940.5 | 2.0 | False | None | None | False | None | False | 1881.0 | 0 | | 2847514 | 92295 | None | item046 | Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length, 20 mm nominal bore (Vol-II ,P.No-118, I.No-13.8.2.2, SRB-2023-24) | No | 121.0 | 121.0 | 2.0 | False | None | None | False | None | False | 242.0 | 0 | | 2847515 | 92295 | None | item047 | S.C.I. gully or nahani grating 100 mm dia ( Page No -A-34, Item No-735 of Vol-2 SRB-2023-24) | No | 35.2 | 35.2 | 6.0 | False | None | None | False | None | False | 211.2 | 0 | | 2847516 | 92295 | None | item048 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible Pipe 32 mm dia(Vol-II ,P.No-136, I.No-14.28.2.1 SRB-2023-24) | No | 101.2 | 101.2 | 2.0 | False | None | None | False | None | False | 202.4 | 0 | | 2847517 | 92295 | None | item049 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge..(Vol-II ,P.No-134, I.No-14.16A, SR-2023-24) | No | 299.2 | 299.2 | 4.0 | False | None | None | False | None | False | 1196.8 | 0 | | 2847518 | 92295 | None | item050 | Flushing Cistern P.V.C. 10 lts capacity (low level) (White) (with fittings, accessories and flush pipe). (Vol-II ,P.No-A-22, I.No-343, SR-2023-24) | No | 687.5 | 687.5 | 4.0 | False | None | None | False | None | False | 2750.0 | 0 | | 2847519 | 92295 | None | item051.1 | CONCEALED CONDUIT SYSTEM: Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.2) | Mtr | 66.0 | 66.0 | 20.0 | False | None | None | False | None | False | 1320.0 | 0 | | 2847520 | 92295 | None | item051.2 | CONCEALED CONDUIT SYSTEM: Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.2) | Mtr | 78.0 | 78.0 | 10.0 | False | None | None | False | None | False | 780.0 | 0 | | 2847521 | 92295 | None | item052.1 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.4) | No | 106.0 | 106.0 | 5.0 | False | None | None | False | None | False | 530.0 | 0 | | 2847522 | 92295 | None | item052.2 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.4) | No | 139.0 | 139.0 | 5.0 | False | None | None | False | None | False | 695.0 | 0 | | 2847523 | 92295 | None | item053.1 | Supplying and fixing PVC/metal conduit Deep junction box (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.5) | No | 49.0 | 49.0 | 4.0 | False | None | None | False | None | False | 196.0 | 0 | | 2847524 | 92295 | None | item053.2 | Supplying and fixing PVC/metal conduit Deep junction box (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.5) | No | 56.0 | 56.0 | 4.0 | False | None | None | False | None | False | 224.0 | 0 | | 2847525 | 92295 | None | item054 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. (PWD-Ele-SR-2, 2023-24, P-3, Slno-1.7) | Mtr | 29.0 | 29.0 | 10.0 | False | None | None | False | None | False | 290.0 | 0 | | 2847526 | 92295 | None | item055.1 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. I Group A (PWD-Ele-SR-2, 2023-24, P-5, Slno-2.3) | Mtr | 19.0 | 19.0 | 140.0 | False | None | None | False | None | False | 2660.0 | 0 | | 2847527 | 92295 | None | item055.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. I Group A (PWD-Ele-SR-2, 2023-24, P-5, Slno-2.3) | Mtr | 42.0 | 42.0 | 120.0 | False | None | None | False | None | False | 5040.0 | 0 | | 2847528 | 92295 | None | item055.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. I Group A (PWD-Ele-SR-2, 2023-24, P-5, Slno-2.3) | Mtr | 63.0 | 63.0 | 80.0 | False | None | None | False | None | False | 5040.0 | 0 | | 2847529 | 92295 | None | item055.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. I Group A (PWD-Ele-SR-2, 2023-24, P-5, Slno-2.3) | Mtr | 92.0 | 92.0 | 50.0 | False | None | None | False | None | False | 4600.0 | 0 | | 2847530 | 92295 | None | item056.1 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (PWD-ele-SR-2, 2023-24, P-8, Slno-3.5) | No | 137.0 | 137.0 | 3.0 | False | None | None | False | None | False | 411.0 | 0 | | 2847531 | 92295 | None | item056.2 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (PWD-ele-SR-2, 2023-24, P-8, Slno-3.5) | No | 161.0 | 161.0 | 2.0 | False | None | None | False | None | False | 322.0 | 0 | | 2847532 | 92295 | None | item056.3 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (PWD-ele-SR-2, 2023-24, P-8, Slno-3.5) | No | 175.0 | 175.0 | 2.0 | False | None | None | False | None | False | 350.0 | 0 | | 2847533 | 92295 | None | item056.4 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (PWD-ele-SR-2, 2023-24, P-8, Slno-3.5) | No | 234.0 | 234.0 | 2.0 | False | None | None | False | None | False | 468.0 | 0 | | 2847534 | 92295 | None | item056.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. (PWD-ele-SR-2, 2023-24, P-8, Slno-3.5) | No | 284.0 | 284.0 | 2.0 | False | None | None | False | None | False | 568.0 | 0 | | 2847535 | 92295 | None | item057 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. (PWD-ele-SR-2, 2023-24, P-17, Slno-5.18) | No | 793.0 | 793.0 | 1.0 | False | None | None | False | None | False | 793.0 | 0 | | 2847536 | 92295 | None | item058 | Supplying and fixing Moulded Case Circuit Breaker (MCCB)over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Therma lMagnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.Three Pole (PWD-Ele-SR-2, 2023-24, P-17, Slno-5.15) | No | 6086.0 | 6086.0 | 1.0 | False | None | None | False | None | False | 6086.0 | 0 | | 2847537 | 92295 | None | item059 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 4C x 6 mm2 (PWD-Ele-SR-2, 2023-24, P-7, Slno-2.5.23) | No | 328.0 | 328.0 | 120.0 | False | None | None | False | None | False | 39360.0 | 0 | | 2847538 | 92295 | None | item060 | Supplying and fixing regular MCB distribution boards on wall/wood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. (PWD-Ele-SR-2, 2023-24, P-18, Slno-5.19.13) | No | 6091.0 | 6091.0 | 1.0 | False | None | None | False | None | False | 6091.0 | 0 | | 2847539 | 92295 | None | item061 | Lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) . The rubber gasket shall be fixed rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 150 mm dia. pipes (P.No.187, I.No. 6.2 SOR-T075B of Vol-V BWSSB SR 2021-22) | Mtr | 114.4 | 114.4 | 80.0 | False | None | None | False | None | False | 9152.0 | 0 | | 2847540 | 92295 | None | item062 | 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 .(P.No 7, I.No. 1.10 of Vol-1 CSR 2023-24) | Mtr | 176.0 | 176.0 | 7.2 | False | None | None | False | None | False | 1267.2 | 0 | | 2847541 | 92295 | None | item063 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.0 M depth & SFRC cover & frame (P.No-192, I.No-16.15.1, VOL-V BWSSB SR 2023-24) | No | 31951.7 | 31951.7 | 1.0 | False | None | None | False | None | False | 31951.7 | 0 | | 2847542 | 92295 | None | item064 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110 mm dia (P.No.202, I.No. 16.60.1 of Vol-V BWSSB SR 2023-24) | No | 8947.4 | 8947.4 | 2.0 | False | None | None | False | None | False | 17894.8 | 0 | | 2847543 | 92295 | None | item065 | Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..(P.No.187, I.No. 11 of BWSSB SR 2021-22 Vol-5) | No | 3903.9 | 3903.9 | 2.0 | False | None | None | False | None | False | 7807.8 | 0 |
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