| 1708155294000 | 0 | None | None | Other Works | Package No.04-RRNZ-RRND-(a) Construction & Improvements to the Roads, Drains & Pathways (b) Development works to the Buildings & other allied works in Ward No. 37 Peenya in RR Nagar Division for the Year 2023-24 | 7290333.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2670716 | 83240 | None | item001 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical means A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means MORTH Specofication-202 (Vol-III P.No-10, I.No-2.11A CSR-2023-24) | Cum | 438.6 | 438.6 | 18.9 | False | None | None | False | None | False | 8289.54 | 0 | | 2670717 | 83240 | None | item002 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Dismantling Stone Masonry By Manual means B Rubble stone masonry in cement mortar MORTH Specofication-202 (Vol-III P.No-10 I.No-2.10iv B SR of R&B-2023-24) | Cum | 911.6 | 911.6 | 11.81 | False | None | None | False | None | False | 10765.996 | 0 | | 2670718 | 83240 | None | item003 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A Cement Concrete Grade M-15 & M-20 MORTH Specofication-202 ( Vol-III P.No-10 I.No-2.8A SR of R&B-2021-22) | Cum | 1031.5 | 1031.5 | 2.25 | False | None | None | False | None | False | 2320.875 | 0 | | 2670719 | 83240 | None | item004 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. G.S. Sheet (Vol-II P.No-165 I.No-19.27.1 SR-2021-22) | Sqm | 360.5 | 360.5 | 15.0 | False | None | None | False | None | False | 5407.5 | 0 | | 2670720 | 83240 | 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 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 | 14.7 | False | None | None | False | None | False | 5853.54 | 0 | | 2670721 | 83240 | None | item006 | 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 | 36.16 | False | None | None | False | None | False | 14438.688 | 0 | | 2670722 | 83240 | None | item007 | 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 | 29.7 | False | None | None | False | None | False | 15698.232 | 0 | | 2670723 | 83240 | None | item008 | Filling available excavated 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.( Vol-I P.No-34 I.No-1.9 CSR-2023-24) | Cum | 292.6 | 292.6 | 11.09 | False | None | None | False | None | False | 3244.934 | 0 | | 2670724 | 83240 | None | item009 | 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 | 1.44 | False | None | None | False | None | False | 4248.288 | 0 | | 2670725 | 83240 | None | item010 | 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 | 13.86 | False | None | None | False | None | False | 97406.694 | 0 | | 2670726 | 83240 | None | item011 | 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 | 37.8 | False | None | None | False | None | False | 10602.9 | 0 | | 2670727 | 83240 | None | item012 | 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 | 11.22 | False | None | None | False | None | False | 76730.214 | 0 | | 2670728 | 83240 | None | item013 | 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 | 7468.95 | 7468.95 | 3.276 | False | None | None | False | None | False | 24468.2802 | 0 | | 2670729 | 83240 | None | item014 | 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 | 7527.16 | 7527.16 | 3.31 | False | None | None | False | None | False | 24914.8996 | 0 | | 2670730 | 83240 | None | item015.1 | 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 | 12796.4 | 12796.4 | 0.5 | False | None | None | False | None | False | 6398.2 | 0 | | 2670731 | 83240 | None | item015.2 | 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 | 3.93 | False | None | None | False | None | False | 44373.4335 | 0 | | 2670732 | 83240 | None | item015.3 | 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 | 12043.67 | 12043.67 | 1.112 | False | None | None | False | None | False | 13392.56104 | 0 | | 2670733 | 83240 | None | item016 | 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 | 1.092 | False | None | None | False | None | False | 107455.7484 | 0 | | 2670734 | 83240 | None | item017 | 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 | 907.68 | 907.68 | 13.75 | False | None | None | False | None | False | 12480.6 | 0 | | 2670735 | 83240 | None | item018 | 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 | 42.33 | False | None | None | False | None | False | 57319.053 | 0 | | 2670736 | 83240 | None | item019 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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-6.34, Volume-2 CSR 2023-24) | Sqm | 1214.4 | 1214.4 | 33.06 | False | None | None | False | None | False | 40148.064 | 0 | | 2670737 | 83240 | None | item020 | 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 | 43.29 | False | None | None | False | None | False | 17666.649 | 0 | | 2670738 | 83240 | None | item021 | 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 ounding 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-8.7, SRB-2023-24) | Sqm | 402.6 | 402.6 | 10.71 | False | None | None | False | None | False | 4311.846 | 0 | | 2670739 | 83240 | None | item022 | 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 | 8.36 | False | None | None | False | None | False | 2869.152 | 0 | | 2670740 | 83240 | None | item023 | 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 | 76.36 | False | None | None | False | None | False | 24778.82 | 0 | | 2670741 | 83240 | None | item024 | 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 | 62.36 | False | None | None | False | None | False | 1783.496 | 0 | | 2670742 | 83240 | None | item025 | 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 | 203.29 | False | None | None | False | None | False | 38909.706 | 0 | | 2670743 | 83240 | None | item026 | 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 | 8.36 | False | None | None | False | None | False | 1259.852 | 0 | | 2670744 | 83240 | None | item027 | 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 | 24.14 | False | None | None | False | None | False | 23606.506 | 0 | | 2670745 | 83240 | None | item028 | 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 | 93.58 | False | None | None | False | None | False | 143289.696 | 0 | | 2670746 | 83240 | None | item029 | 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 | 45.35 | False | None | None | False | None | False | 8380.68 | 0 | | 2670747 | 83240 | None | item030 | 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 | 2.15 | False | None | None | False | None | False | 328.735 | 0 | | 2670748 | 83240 | None | item031 | 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 | 2.15 | False | None | None | False | None | False | 13525.435 | 0 | | 2670749 | 83240 | None | item032 | 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) | Rmtr | 707.3 | 707.3 | 18.0 | False | None | None | False | None | False | 12731.4 | 0 | | 2670750 | 83240 | None | item033 | 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 | 5.67 | False | None | None | False | None | False | 22671.495 | 0 | | 2670751 | 83240 | None | item034 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.Pg No-26, I.No-7.38, Vol-2 SRB 2021-22) | Sqm | 624.8 | 624.8 | 22.32 | False | None | None | False | None | False | 13945.536 | 0 | | 2670752 | 83240 | None | item035 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(P.No-82 I.No- 11.16.2 Vol-2 SRB-2021-22) | Kgs | 161.7 | 161.7 | 223.2 | False | None | None | False | None | False | 36091.44 | 0 | | 2670753 | 83240 | None | item036 | 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) | Each | 5372.4 | 5372.4 | 3.0 | False | None | None | False | None | False | 16117.2 | 0 | | 2670754 | 83240 | None | item037 | 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) | Each | 1084.6 | 1084.6 | 2.0 | False | None | None | False | None | False | 2169.2 | 0 | | 2670755 | 83240 | None | item038 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap
with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required. Single half stall urinal with 5 litre P.V.C. automatic flushing cistern (Pg.No-132, Item No-14.5.1 SR-2023-24) | Each | 9506.2 | 9506.2 | 2.0 | False | None | None | False | None | False | 19012.4 | 0 | | 2670756 | 83240 | 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 | 1000.0 | False | None | None | False | None | False | 9900.0 | 0 | | 2670757 | 83240 | 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) | Each | 335.5 | 335.5 | 3.0 | False | None | None | False | None | False | 1006.5 | 0 | | 2670758 | 83240 | 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) | Rmtr | 238.7 | 238.7 | 60.0 | False | None | None | False | None | False | 14322.0 | 0 | | 2670759 | 83240 | 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) | Rmtr | 325.6 | 325.6 | 60.0 | False | None | None | False | None | False | 19536.0 | 0 | | 2670760 | 83240 | 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) | Each | 797.5 | 797.5 | 6.0 | False | None | None | False | None | False | 4785.0 | 0 | | 2670761 | 83240 | 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) | Each | 51.7 | 51.7 | 5.0 | False | None | None | False | None | False | 258.5 | 0 | | 2670762 | 83240 | None | item045 | 13.4-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) | Each | 940.5 | 940.5 | 2.0 | False | None | None | False | None | False | 1881.0 | 0 | | 2670763 | 83240 | 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) | Each | 121.0 | 121.0 | 2.0 | False | None | None | False | None | False | 242.0 | 0 | | 2670764 | 83240 | 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) | Each | 35.2 | 35.2 | 5.0 | False | None | None | False | None | False | 176.0 | 0 | | 2670765 | 83240 | 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) | Each | 101.2 | 101.2 | 2.0 | False | None | None | False | None | False | 202.4 | 0 | | 2670766 | 83240 | None | item049.1 | 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) | Rmtr | 66.0 | 66.0 | 20.0 | False | None | None | False | None | False | 1320.0 | 0 | | 2670767 | 83240 | None | item049.2 | 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) | Rmtr | 78.0 | 78.0 | 10.0 | False | None | None | False | None | False | 780.0 | 0 | | 2670768 | 83240 | None | item050.1 | 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) | Each | 106.0 | 106.0 | 3.0 | False | None | None | False | None | False | 318.0 | 0 | | 2670769 | 83240 | None | item050.2 | 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) | Each | 139.0 | 139.0 | 2.0 | False | None | None | False | None | False | 278.0 | 0 | | 2670770 | 83240 | None | item051.1 | Supplying and fixing PVC/metal conduit Deep junction box (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.5) | Each | 49.0 | 49.0 | 3.0 | False | None | None | False | None | False | 147.0 | 0 | | 2670771 | 83240 | None | item051.2 | Supplying and fixing PVC/metal conduit Deep junction box (Part III-PWD-Ele-SR-2, 2023-24, P-2, Slno-1.5) | Each | 56.0 | 56.0 | 2.0 | False | None | None | False | None | False | 112.0 | 0 | | 2670772 | 83240 | None | item052 | 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) | Rmtr | 29.0 | 29.0 | 30.0 | False | None | None | False | None | False | 870.0 | 0 | | 2670773 | 83240 | None | item053 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. a) 48" Sweep (1200mm) Regular model(PWD-Ele-SR, 2021-22, P-22, Slno-6.3.1) | Each | 2085.0 | 2085.0 | 1.0 | False | None | None | False | None | False | 2085.0 | 0 | | 2670774 | 83240 | None | item054 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 3.6.4) Stepped Fan Regulator (PWD-Ele-SR, 2021-22, P-10, Slno-3.6) | Each | 313.0 | 313.0 | 1.0 | False | None | None | False | None | False | 313.0 | 0 | | 2670775 | 83240 | None | item055 | Supplying And Fixing "S" Hook made out of 14 mm dia M.S. Rod. (PWD-Ele-SR-2, 2023-24, P-3, Slno-1.11) | Each | 52.0 | 52.0 | 1.0 | False | None | None | False | None | False | 52.0 | 0 | | 2670776 | 83240 | None | item056 | Suplplying and fixing Metal fan box with round hook. (PWD-Ele-SR-2, 2023-24, P-4, Slno-1.13) | Each | 117.0 | 117.0 | 1.0 | False | None | None | False | None | False | 117.0 | 0 | | 2670777 | 83240 | None | item057.1 | 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) | Rmtr | 19.0 | 19.0 | 20.0 | False | None | None | False | None | False | 380.0 | 0 | | 2670778 | 83240 | None | item057.2 | 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) | Rmtr | 42.0 | 42.0 | 10.0 | False | None | None | False | None | False | 420.0 | 0 | | 2670779 | 83240 | None | item057.3 | 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) | Rmtr | 63.0 | 63.0 | 8.0 | False | None | None | False | None | False | 504.0 | 0 | | 2670780 | 83240 | None | item057.4 | 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) | Rmtr | 92.0 | 92.0 | 8.0 | False | None | None | False | None | False | 736.0 | 0 | | 2670781 | 83240 | None | item058.1 | 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) | Each | 137.0 | 137.0 | 3.0 | False | None | None | False | None | False | 411.0 | 0 | | 2670782 | 83240 | None | item058.2 | 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) | Each | 161.0 | 161.0 | 2.0 | False | None | None | False | None | False | 322.0 | 0 | | 2670783 | 83240 | None | item058.3 | 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) | Each | 175.0 | 175.0 | 2.0 | False | None | None | False | None | False | 350.0 | 0 | | 2670784 | 83240 | None | item058.4 | 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) | Each | 234.0 | 234.0 | 2.0 | False | None | None | False | None | False | 468.0 | 0 | | 2670785 | 83240 | None | item059 | 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) | Each | 793.0 | 793.0 | 1.0 | False | None | None | False | None | False | 793.0 | 0 | | 2670786 | 83240 | None | item060 | 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) | Each | 6086.0 | 6086.0 | 1.0 | False | None | None | False | None | False | 6086.0 | 0 | | 2670787 | 83240 | None | item061 | 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) | Each | 328.0 | 328.0 | 30.0 | False | None | None | False | None | False | 9840.0 | 0 | | 2670788 | 83240 | None | item062 | 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) | Each | 6091.0 | 6091.0 | 1.0 | False | None | None | False | None | False | 6091.0 | 0 | | 2670789 | 83240 | None | item063 | Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube. (PWD-Ele-SR-2, 2023-24, P-47, Slno-11.14.2) | Each | 361.0 | 361.0 | 3.0 | False | None | None | False | None | False | 1083.0 | 0 | | 2670790 | 83240 | None | item064 | Supplying and fixing/replacing of fluorescent tube. (PWD-Ele-SR-2, 2021-22, P-39, Slno-12.12.2) | Each | 242.0 | 242.0 | 3.0 | False | None | None | False | None | False | 726.0 | 0 | | 2670791 | 83240 | None | item065 | Providing, supplying to work site, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 0.50 HP/0.37kW - 5 STG(stage) (Pg No. 149. Sl.no.13.4.1 BWSSB SR-2023-24) | Each | 10170.0 | 10170.0 | 1.0 | False | None | None | False | None | False | 10170.0 | 0 | | 2670792 | 83240 | None | item066 | 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 | 773.62 | False | None | None | False | None | False | 191749.4532 | 0 | | 2670793 | 83240 | None | item067 | 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 | 425.0 | False | None | None | False | None | False | 374000.0 | 0 | | 2670794 | 83240 | None | item068 | 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 | 277.38 | False | None | None | False | None | False | 758828.466 | 0 | | 2670795 | 83240 | None | item069 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Wet Mix Macadam (Plant mix method) .Item No.4.17,Page No.26, Vol III SR-23-24 | Cum | 2814.9 | 2814.9 | 336.99 | False | None | None | False | None | False | 948593.151 | 0 | | 2670796 | 83240 | None | item070 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.Prime Coat over WMM/WBM.Item No.5.1,Page No.31, Vol III SR 23-24 | Cum | 45.1 | 45.1 | 1361.6 | False | None | None | False | None | False | 61408.16 | 0 | | 2670797 | 83240 | None | item071 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Item No.5.12C Page No.35, Vol III SR-23-24 | Cum | 10393.9 | 10393.9 | 68.09 | False | None | None | False | None | False | 707720.651 | 0 | | 2670798 | 83240 | None | item072 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broo.Tack coat on Bituminous surface .Item No.5.3Page No.31, Vol III SR-23-24 | Cum | 13.2 | 13.2 | 1361.6 | False | None | None | False | None | False | 17973.12 | 0 | | 2670799 | 83240 | None | item073 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site,
laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects .Item No.5.16C Page No.38, Vol III SR-23-24 | Cum | 12049.4 | 12049.4 | 54.46 | False | None | None | False | None | False | 656210.324 | 0 | | 2670800 | 83240 | None | item074 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. .Item No.8.15,Page No.67, Vol III SR 23-24 | Cum | 583.0 | 583.0 | 1407.75 | False | None | None | False | None | False | 820718.25 | 0 | | 2670801 | 83240 | None | item075 | 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 | 73.13 | False | None | None | False | None | False | 395779.56 | 0 | | 2670802 | 83240 | None | item076 | 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 | 75.76 | False | None | None | False | None | False | 562851.344 | 0 | | 2670803 | 83240 | None | item077 | 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 | 43.96 | False | None | None | False | None | False | 289604.084 | 0 | | 2670804 | 83240 | None | item078 | 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.Item No.2.4.2,Page No.16, Vol I CSR 23-24 | Cum | 9389.66 | 9389.66 | 7.56 | False | None | None | False | None | False | 70985.8296 | 0 | | 2670805 | 83240 | None | item079 | 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 Item No.2.11h ,Page No.18, Vol-1 SR 23-24 | Tonne | 86921.1 | 86921.1 | 0.45 | False | None | None | False | None | False | 39114.495 | 0 | | 2670806 | 83240 | None | item080 | Providing & laying precast drain cover slab of 100 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the Engineer In Charge.( 0.9 x 0.60 x 0.1) (Approved Data rate) | Sqm | 1804.0 | 1804.0 | 97.19 | False | None | None | False | None | False | 175330.76 | 0 | | 2670807 | 83240 | None | item081 | Providing & laying precast drain cover slab of 230 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the Engineer In Charge.( 1.8 x 0.60 x 0.23) (Approved Data rate) | Sqm | 5037.0 | 5037.0 | 26.4 | False | None | None | False | None | False | 132976.8 | 0 |
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