tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1726223000000 | 0 | None | None | Buildings | Construction of Building and other works for the urban local Body CMC Bhadravathi Limits under Amrutha Nagarothana (Municipality) Phase-4 Project. (85 lakhs) | 7174795.48 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4001253 | 154833 | None | PWD SR-2021-22 Vol.1 Page No.8 Item No. 1.12 | 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. PWD SR-2021-22 Vol. 1 Page No.8 Item No. 1.12 (Issue rate w.e.f. from Dt. 09-11-2022) | Cum | 66.95 | 66.95 | 51.9168 | False | None | None | False | None | False | 3475.82976 | 0 | 4001254 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No.163 It No. 19.7.3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.: In cement mortar | Cum | 812.67 | 812.67 | 13.19 | False | None | None | False | None | False | 10719.1173 | 0 | 4001255 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No. 163 It No. 19.3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Sqm | 1913.74 | 1913.74 | 0.95 | False | None | None | False | None | False | 1818.053 | 0 | 4001256 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No.166 It No. 19.30 | Dismantling tiled roofing with battens, boarding etc. complete including
stacking of serviceable material and disposal of unserviceable material
to the appropriate disposal area as per direction of Engineer-in-charge. | Sqm | 112.27 | 112.27 | 14.0 | False | None | None | False | None | False | 1571.78 | 0 | 4001257 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No.164 It No. 19.12.2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar | Cum | 207.03 | 207.03 | 20.16 | False | None | None | False | None | False | 4173.7248 | 0 | 4001258 | 154833 | None | PWD SR-2021-22 Vol.2 PgNo.163 It No. 19.9.2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar | Cum | 1328.7 | 1328.7 | 9.87 | False | None | None | False | None | False | 13114.269 | 0 | 4001259 | 154833 | None | PWD SR-2021-22 Vol.1 Pg No. 8 Item No.1.14.1 | 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 all kinds of soils Depth upto 3 m | Cum | 75.19 | 75.19 | 303.72 | False | None | None | False | None | False | 22836.7068 | 0 | 4001260 | 154833 | None | PWD SR-2021-22 Vol.1 Pg No. 15 It No. 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5720.62 | 5720.62 | 56.33 | False | None | None | False | None | False | 322242.5246 | 0 | 4001261 | 154833 | None | PWD SR-2021-22 Vol.1 Pg No.15 It No. 2.2.1.1 | 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)-M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6610.99 | 6610.99 | 12.96 | False | None | None | False | None | False | 85678.4304 | 0 | 4001262 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No.9 Item No. 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5512.56 | 5512.56 | 162.51 | False | None | None | False | None | False | 895846.1256 | 0 | 4001263 | 154833 | None | PWD SR-2021-22 Vol. 1 Pg No. 17 It No. 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 9220.56 | 9220.56 | 6.9535 | False | None | None | False | None | False | 64115.16396 | 0 | 4001264 | 154833 | None | PWD SR-2021-22 Vol.1 Pg No.17 It No. 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10449.96 | 10449.96 | 0.81 | False | None | None | False | None | False | 8464.4676 | 0 | 4001265 | 154833 | None | PWD SR-2021-22 Vol. 1 Pg No. 17 It No. 2.5.1 | 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 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)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10824.68 | 10824.68 | 3.4 | False | None | None | False | None | False | 36803.912 | 0 | 4001266 | 154833 | None | PWD SR-2021-22 Vol. 1 Pg No. 17 It No. 2.5.1 | 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 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10187.93 | 10187.93 | 27.85 | False | None | None | False | None | False | 283733.8505 | 0 | 4001267 | 154833 | None | PWD SR-2021-22 Vol. 1 Pg No. 17 It No. 2.5.1 | 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 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9551.19 | 9551.19 | 27.27 | False | None | None | False | None | False | 260460.9513 | 0 | 4001268 | 154833 | None | PWD SR-2021-22 Vol.1 Pg No.16 It No. 2.5.1 | 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 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)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9232.81 | 9232.81 | 1.09 | False | None | None | False | None | False | 10063.7629 | 0 | 4001269 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No.84 It No. 11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 94.76 | 94.76 | 7021.58 | False | None | None | False | None | False | 665364.9208 | 0 | 4001270 | 154833 | None | PWD SR-2021-22 Vol.1 Page No.7 It No. 1.9 | 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. | Cum | 210.12 | 210.12 | 145.48 | False | None | None | False | None | False | 30568.2576 | 0 | 4001271 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No.14 It No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 6890.7 | 6890.7 | 30.88 | False | None | None | False | None | False | 212784.816 | 0 | 4001272 | 154833 | None | PWD SR-2021-22 - Vol.2 Pg No. 41 It No.8.1.1 | Providing 12 mm cement plaster with cement mortar 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. | Sqm | 219.39 | 219.39 | 68.53 | False | None | None | False | None | False | 15034.7967 | 0 | 4001273 | 154833 | None | PWD SR-2021-22 Vol.1 Pg No. 7 It No. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 414.06 | 414.06 | 23.28 | False | None | None | False | None | False | 9639.3168 | 0 | 4001274 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No.17 It No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1231.88 | 1231.88 | 127.01 | False | None | None | False | None | False | 156461.0788 | 0 | 4001275 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No.17 It No. 6.33 | 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. | Sqm | 1092.83 | 1092.83 | 32.78 | False | None | None | False | None | False | 35822.9674 | 0 | 4001276 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No.42 It No. 8.8 | 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. | Sqm | 316.21 | 316.21 | 226.69 | False | None | None | False | None | False | 71681.6449 | 0 | 4001277 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No.41 It No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 203.94 | 203.94 | 198.66 | False | None | None | False | None | False | 40514.7204 | 0 | 4001278 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No. 71 It No. 10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete | Sqm | 992.92 | 992.92 | 213.557 | False | None | None | False | None | False | 212045.01644 | 0 | 4001279 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No.59 It No. 9.7.1 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles ofap proved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile | Sqm | 1084.59 | 1084.59 | 2.16 | False | None | None | False | None | False | 2342.7144 | 0 | 4001280 | 154833 | None | PWD SR-2021-22 Vol. 2 PgNo. 46- It No. 8.30 | 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 | Sqm | 140.08 | 140.08 | 226.69 | False | None | None | False | None | False | 31754.7352 | 0 | 4001281 | 154833 | None | PWD SR-2021-22 Vol.2 PgNo. 45 It No. 8.25 | 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. | Sqm | 108.15 | 108.15 | 198.669 | False | None | None | False | None | False | 21486.05235 | 0 | 4001282 | 154833 | None | PWD SR-202122 Vol.2 Pg No. 14 It No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 6890.7 | 6890.7 | 94.723 | False | None | None | False | None | False | 652707.7761 | 0 | 4001283 | 154833 | None | PWD SR-2021-22 Vol. 2 pg No. 41 It No.8.1.1 | Providing 12 mm cement plaster with cement mortar 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. | Sqm | 219.39 | 219.39 | 376.34 | False | None | None | False | None | False | 82565.2326 | 0 | 4001284 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No. 41 It No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 236.9 | 236.9 | 423.12 | False | None | None | False | None | False | 100237.128 | 0 | 4001285 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No. 60 It No.9.10 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 638.6 | 638.6 | 135.5 | False | None | None | False | None | False | 86530.3 | 0 | 4001286 | 154833 | None | PWD SR-2021-22 Vol.2 PgNo. 71 It No.10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 992.92 | 992.92 | 81.45 | False | None | None | False | None | False | 80873.334 | 0 | 4001287 | 154833 | None | PWD SR-2021-22 Vol.2 PgNo. 45 It No. 8.25 | 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. | Sqm | 108.15 | 108.15 | 444.88 | False | None | None | False | None | False | 48113.772 | 0 | 4001288 | 154833 | None | PWD SR-2021-22 Vol. 2 g No. 85 It No.11.34A | 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 | Kgs | 149.35 | 149.35 | 309.96 | False | None | None | False | None | False | 46292.526 | 0 | 4001289 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No.110 It No.12.84 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 4237.42 | 4237.42 | 14.22 | False | None | None | False | None | False | 60256.1124 | 0 | 4001290 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No. 46 It No. 8.32 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. | Sqm | 115.36 | 115.36 | 423.12 | False | None | None | False | None | False | 48811.1232 | 0 | 4001291 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No. 105 It No.12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. | Sqm | 489.25 | 489.25 | 246.66 | False | None | None | False | None | False | 120678.405 | 0 | 4001292 | 154833 | None | SR-2021-22 Vol.2 PgNo. 105 It No.12.55.2 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with one side prelam | Sqm | 2941.68 | 2941.68 | 82.21 | False | None | None | False | None | False | 241835.5128 | 0 | 4001293 | 154833 | None | SR-2021-22 Vol. 2 Pg No. 100 It No. 12.12 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 77604.32 | 77604.32 | 0.15 | False | None | None | False | None | False | 11640.648 | 0 | 4001294 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No. 100 It No. 12.15 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 4692.68 | 4692.68 | 8.4 | False | None | None | False | None | False | 39418.512 | 0 | 4001295 | 154833 | None | SR-2021-22 Vol.2 Pg No. 108 It No.12.69.2 | Providing and fixing ISI marked oxidised M.S. single acting spring hinges
with necessary screws etc.((125mm)) | Nos | 194.67 | 194.67 | 9.0 | False | None | None | False | None | False | 1752.03 | 0 | 4001296 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No. 108 Item No.12.72 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish,
(Barrel type) with necessary screws etc. complete : | Each | 37.08 | 37.08 | 3.0 | False | None | None | False | None | False | 111.24 | 0 | 4001297 | 154833 | None | SR-2021-22 Vol.2 Pg No. 108 It No.12.73.1 | Providing and fixing ISI marked oxidised M.S. handles conforming to
IS:4992 with necessary screws etc. complete :((125mm)) | Each | 30.9 | 30.9 | 6.0 | False | None | None | False | None | False | 185.4 | 0 | 4001298 | 154833 | None | SR-2021-22 Vol.2 Pg No. 107 It No.12.60 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Nos | 856.96 | 856.96 | 3.0 | False | None | None | False | None | False | 2570.88 | 0 | 4001299 | 154833 | None | SR-2021-22 Vol.2 Pg No. 107 It No.12.58 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Nos | 112.27 | 112.27 | 3.0 | False | None | None | False | None | False | 336.81 | 0 | 4001300 | 154833 | None | SR-2021-22 Vol.2 Pg 62 It No.9.21.2 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). | Sqm | 1182.44 | 1182.44 | 54.73 | False | None | None | False | None | False | 64714.9412 | 0 | 4001301 | 154833 | None | SR-2021-22 Vol.2 Pg 62 It No.9.19 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser, treads of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints as per direction of Engineer in charge. | Sqm | 1269.99 | 1269.99 | 7.33 | False | None | None | False | None | False | 9309.0267 | 0 | 4001302 | 154833 | None | PWD SR-2021-22 - Vol. 2 -Page 133- Item No.15.1 | 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. | Sqm | 767.35 | 767.35 | 69.61 | False | None | None | False | None | False | 53415.2335 | 0 | 4001303 | 154833 | None | SR-2021-22 Vol.2 Pg No.123 It No.14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required
W.C. pan with ISI marked white solid plastic seat and lid | Nos | 5155.15 | 5155.15 | 16.0 | False | None | None | False | None | False | 82482.4 | 0 | 4001304 | 154833 | None | SR-2021-22 Vol.2 Pg No. 124 It No.14.7.2 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Nos | 2220.68 | 2220.68 | 4.0 | False | None | None | False | None | False | 8882.72 | 0 | 4001305 | 154833 | None | SR-2021-22 Vol. 5 Pg No.164 It No.P440A | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments
2 HP, Size 65x50 Head 13M, Discharge 462 LPM | Nos | 15887.75 | 15887.75 | 10.0 | False | None | None | False | None | False | 158877.5 | 0 | 4001306 | 154833 | None | SR-2021-22 Vol.2-1stAdd It No. 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (PWD SR-2021-22 - Vol.2(1st Addenda) It No. 13.34) | Ltr | 8.24 | 8.24 | 4500.0 | False | None | None | False | None | False | 37080.0 | 0 | 4001307 | 154833 | None | SR-2021-22 1st Add Vol. 2-It No.13.32.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 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 with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes 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.). 15mm nominal dia pipes (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.32.1) | Rmtr | 915.67 | 915.67 | 10.0 | False | None | None | False | None | False | 9156.7 | 0 | 4001308 | 154833 | None | SR-2021-22 1st Add Vol.2-Item No.13.32.2 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 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 with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes 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.). 20mm nominal dia pipes | Rmtr | 384.19 | 384.19 | 10.0 | False | None | None | False | None | False | 3841.9 | 0 | 4001309 | 154833 | None | SR-2021-22 -1st Add Vol.2-It No.13.32.3 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 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 with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes 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.). 25mm nominal dia pipes (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.32.3) | Rmtr | 490.28 | 490.28 | 10.0 | False | None | None | False | None | False | 4902.8 | 0 | 4001310 | 154833 | None | SR-2021-22 -1st Add Vol. 2-It No.13.32.4 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 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 with clamp at 1.00 mtr 21 spacing. This includes jointing of pipes 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.). 32mm nominal dia pipes (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.32.4) | Rmtr | 572.68 | 572.68 | 10.0 | False | None | None | False | None | False | 5726.8 | 0 | 4001311 | 154833 | None | SR-2021-22 -1st Add Vol. 2- It No.13.48 | Providing and fixing on wall face unplasticised rigid PVC Rain pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion, (i) Single soaked pipes 100mm dia (PWD SR-2021-22 - 1st Addenda Vol. 2- Item No.13.48) | Rmtr | 260.59 | 260.59 | 16.0 | False | None | None | False | None | False | 4169.44 | 0 | 4001312 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No 128- It No.14.29 | Providing and fixing 100 mm sand cast Iron grating for gully trap | Nos | 211.15 | 211.15 | 2.0 | False | None | None | False | None | False | 422.3 | 0 | 4001313 | 154833 | None | SR-2021-22 Vol. 2 Pg 83- It No.11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR-2021-22 - Vol. 2 -Page 83- Item No.11.28) | Kgs | 515.0 | 515.0 | 128.0 | False | None | None | False | None | False | 65920.0 | 0 | 4001314 | 154833 | None | SR-2021-22 Vol 2 -Pg 75- It No.11.5.2 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-Incharge including cost of materials, labour, usage charges of machinery
complete as per specifications. | Sqm | 3552.47 | 3552.47 | 20.16 | False | None | None | False | None | False | 71617.7952 | 0 | 4001315 | 154833 | None | SR-2021-22 Vol.2 -Pg No. 110 - It No.12.85 | 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 size1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for
minor T&P's shall not be made) | Sqm | 5016.1 | 5016.1 | 14.94 | False | None | None | False | None | False | 74940.534 | 0 | 4001316 | 154833 | None | S.R. Ele 2021-22 Chapter -1, It No.1.1.1 | Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 19/20 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 19/20 mm dia 2 mm thick (S.R. Electrical Works for 2021-22 Chapter - 1, Item No.1.1.1) | Mtr | 68.0 | 68.0 | 130.0 | False | None | None | False | None | False | 8840.0 | 0 | 4001317 | 154833 | None | PWD Part I Electrical Items It No.1.2.1 | Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 19/20 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. | Mtr | 61.0 | 61.0 | 60.0 | False | None | None | False | None | False | 3660.0 | 0 | 4001318 | 154833 | None | S.R. Ele 2021-22 Chptr 1. It No.1.2.2 | Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 25 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 25 mm dia 2 mm thick | Mtr | 70.0 | 70.0 | 170.0 | False | None | None | False | None | False | 11900.0 | 0 | 4001319 | 154833 | None | S.R. Ele 2021-22 Chptr -1, It No.1.3.1 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 19/20mm dia 2mm thick with suitable size bends, metal/PVE junction boxes adhesive paste etc., by groove cutting in the wall & fixing by using U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary.19/20 mm dia 2 mm thick (S.R. Electrical Works for 2021-22 Chapter - 1, Item No.1.3.1) | Mtr | 75.0 | 75.0 | 180.0 | False | None | None | False | None | False | 13500.0 | 0 | 4001320 | 154833 | None | S.R. Ele 2021-22 Chptr-1, It No.1.3.2 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 32mm dia 2.5 mm thick with Confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosure. Run with 18SWG GI fish wire wherever necessary 32 mm dia 2.5 mm thick (S.R. Electrical Works for 2021-22 Chapter - 1, Item No.1.3.2) | Mtr | 80.0 | 80.0 | 165.0 | False | None | None | False | None | False | 13200.0 | 0 | 4001321 | 154833 | None | PWD Part I Electrical Items It No. 1.2.3 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 32mm dia 2.5 mm thick with Confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosure. Run with 18SWG GI fish wire wherever necessary | Mtr | 93.0 | 93.0 | 10.0 | False | None | None | False | None | False | 930.0 | 0 | 4001322 | 154833 | None | S.R. Ele 2021-22 Chptr - 1, It No.1.1.3 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 32mm dia 2.5 mm thick with Confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosure. Run with 18SWG GI fish wire wherever necessary 32 mm dia 2.5 mm thick (S.R. Electrical Works for 2021-22 Chapter - 1, Item No.1.1.3) | Mtr | 100.0 | 100.0 | 130.0 | False | None | None | False | None | False | 13000.0 | 0 | 4001323 | 154833 | None | PWD Part I Electrical Items It No. 1.3.3 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 32mm dia 2.5mm thick with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in the wall & fixing by using U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. | Mtr | 105.0 | 105.0 | 10.0 | False | None | None | False | None | False | 1050.0 | 0 | 4001324 | 154833 | None | PWD Part I Electrical Items It No. 2.1.1 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. using class A materials Short point upto 3 Mtr from tapping point to outlet via switch. | Nos | 276.0 | 276.0 | 40.0 | False | None | None | False | None | False | 11040.0 | 0 | 4001325 | 154833 | None | PWD Part I Electrical Items It No. 2.1.2 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. using class A materials Medium point above 3 Mtr upto 6 Mtr from tapping point to outlet via switch. | Nos | 386.0 | 386.0 | 25.0 | False | None | None | False | None | False | 9650.0 | 0 | 4001326 | 154833 | None | PWD Part I Electrical Items It No. 2.1.3 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. using class A materials long point above 6 Mtr up to 10 Mtr from tapping point to outlet via switch. | Nos | 567.0 | 567.0 | 32.0 | False | None | None | False | None | False | 18144.0 | 0 | 4001327 | 154833 | None | PWD Part I Electrical Items It No. 2.3.1 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 1.0 Sqmm | Mtr | 18.0 | 18.0 | 880.0 | False | None | None | False | None | False | 15840.0 | 0 | 4001328 | 154833 | None | PWD Part I Electrical Items It No.2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 2.5 Sqmm | Mtr | 40.0 | 40.0 | 600.0 | False | None | None | False | None | False | 24000.0 | 0 | 4001329 | 154833 | None | PWD Part I Electrical Items It No. 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of Group A material. 4.0 Sqmm | Mtr | 59.0 | 59.0 | 300.0 | False | None | None | False | None | False | 17700.0 | 0 | 4001330 | 154833 | None | PWD Part I Electrical Items It No.3.6.4 | Fixing a ceiling/Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing a 5 amperes ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality mounted on a suitable size wooden board and wired. | Each | 313.0 | 313.0 | 10.0 | False | None | None | False | None | False | 3130.0 | 0 | 4001331 | 154833 | None | PWD Part I Electrical Items It No. 5.7.4 | Supplying & fixing of porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc., complete. 100Amps | Each | 650.0 | 650.0 | 2.0 | False | None | None | False | None | False | 1300.0 | 0 | 4001332 | 154833 | None | PWD Part I Electrical Items It No. 5.17.4 | Supplying and 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 JEC 60898. Group-A 6 - 32 Amps DP | Each | 1103.0 | 1103.0 | 3.0 | False | None | None | False | None | False | 3309.0 | 0 | 4001333 | 154833 | None | PWD Part I Electrical Items It No. 5.17.6 | Supplying and 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 JEC 60898. Group-A 50 - 63 Amps DP | Each | 1376.0 | 1376.0 | 2.0 | False | None | None | False | None | False | 2752.0 | 0 | 4001334 | 154833 | None | PWD Part I Electrical Items It No. 5.17.9 | Supplying and 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 JEC 60898. Group-A 50-63 A TPN | Each | 2399.0 | 2399.0 | 1.0 | False | None | None | False | None | False | 2399.0 | 0 | 4001335 | 154833 | None | PWD Part I Electrical Items It No. 5.18.10 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, 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 M.S enclosure. I - Single door. 16 way SP & N | Each | 2650.0 | 2650.0 | 1.0 | False | None | None | False | None | False | 2650.0 | 0 | 4001336 | 154833 | None | PWD Part I Electrical Items It No. 5.18.14 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, 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 M.S enclosure. I - Single door. 12 Way TP&N | Each | 5744.0 | 5744.0 | 1.0 | False | None | None | False | None | False | 5744.0 | 0 | 4001337 | 154833 | None | PWD Part I Electrical Items It No. 5.20.1 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 16 - 25 Amps 2 Pole | Each | 2536.0 | 2536.0 | 3.0 | False | None | None | False | None | False | 7608.0 | 0 | 4001338 | 154833 | None | PWD Part I Electrical Items It No. 5.20.2 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 32 - 40 Amps 2 Pole | Each | 2652.0 | 2652.0 | 3.0 | False | None | None | False | None | False | 7956.0 | 0 | 4001339 | 154833 | None | PWD Part I Electrical Items Item No. 5.20.4 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 63 Amps 4 Pole | Each | 3058.0 | 3058.0 | 1.0 | False | None | None | False | None | False | 3058.0 | 0 | 4001340 | 154833 | None | PWD Part I Electrical Items Item No. 3.5.1 | 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. 1 To 3 Model Metal Boxes | Each | 152.0 | 152.0 | 8.0 | False | None | None | False | None | False | 1216.0 | 0 | 4001341 | 154833 | None | PWD Part I Electrical Items It No. 3.5.2 | 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. 4 Model Metal Boxes | Each | 175.0 | 175.0 | 4.0 | False | None | None | False | None | False | 700.0 | 0 | 4001342 | 154833 | None | PWD Part I Electrical Items It No. 12.2.1 | Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws. Ding Dong Bell | Each | 152.0 | 152.0 | 1.0 | False | None | None | False | None | False | 152.0 | 0 | 4001343 | 154833 | None | PWD Part I Electrical Items It No. 3.5.3 | 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. 6 Model Metal Boxes | Each | 244.0 | 244.0 | 6.0 | False | None | None | False | None | False | 1464.0 | 0 | 4001344 | 154833 | None | PWD Part I Electrical Items It No. 3.5.4 | 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. 8 Model Metal Boxes | Each | 302.0 | 302.0 | 6.0 | False | None | None | False | None | False | 1812.0 | 0 | 4001345 | 154833 | None | PWD Part I Electrical Items It No. 3.5.5 | 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. 10-12 Model Metal Boxes | Each | 363.0 | 363.0 | 2.0 | False | None | None | False | None | False | 726.0 | 0 | 4001346 | 154833 | None | PWD Part I Electrical Items It No. 3.5.6 | 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. 16-18 Model Metal Boxes | Each | 403.0 | 403.0 | 2.0 | False | None | None | False | None | False | 806.0 | 0 | 4001347 | 154833 | None | PWD Part I Electrical Items It No. 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6 Amps one way Switches | Each | 88.0 | 88.0 | 120.0 | False | None | None | False | None | False | 10560.0 | 0 | 4001348 | 154833 | None | PWD Part I Electrical Items It No. 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6 amps 3 way socket | Each | 162.0 | 162.0 | 30.0 | False | None | None | False | None | False | 4860.0 | 0 | 4001349 | 154833 | None | PWD Part I Electrical Items It No. 3.6.8 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16 Amps one way Switches | Each | 249.0 | 249.0 | 10.0 | False | None | None | False | None | False | 2490.0 | 0 | 4001350 | 154833 | None | PWD Part I Electrical Items It No. 3.6.9 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6 Amps Bell Push | Each | 159.0 | 159.0 | 4.0 | False | None | None | False | None | False | 636.0 | 0 | 4001351 | 154833 | None | PWD Part I Electrical Items It No. 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.32 Amps DP Switch | Each | 375.0 | 375.0 | 4.0 | False | None | None | False | None | False | 1500.0 | 0 | 4001352 | 154833 | None | PWD Part I Electrical Items It No. 3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6/16A Universal Socket | Each | 249.0 | 249.0 | 10.0 | False | None | None | False | None | False | 2490.0 | 0 | 4001353 | 154833 | None | S.R. Ele 2021-22 Chapter-3, It No.3.3.1 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. | Each | 91.0 | 91.0 | 18.0 | False | None | None | False | None | False | 1638.0 | 0 | 4001354 | 154833 | None | S.R. Ele 2021-22 Chptr-3, It No.3.3.2 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. (S.R. Electrical Works for 2021-22 Chapter - 3, Item No.3.3.2) | Each | 122.0 | 122.0 | 16.0 | False | None | None | False | None | False | 1952.0 | 0 | 4001355 | 154833 | None | S.R. Ele 2021-22 Chper-3, It No.3.3.4 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete. | Each | 195.0 | 195.0 | 16.0 | False | None | None | False | None | False | 3120.0 | 0 | 4001356 | 154833 | None | S.R. Ele 2021-22 Chapter-3, It No.3.5.1 | 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. | Each | 152.0 | 152.0 | 16.0 | False | None | None | False | None | False | 2432.0 | 0 | 4001357 | 154833 | None | S.R. Ele2021-22 Chapter-3, It No.3.5.2 | 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. | Each | 175.0 | 175.0 | 16.0 | False | None | None | False | None | False | 2800.0 | 0 | 4001358 | 154833 | None | S.R. Ele 2021-22 Chapter-3, It No.3.5.4 | 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. | Each | 302.0 | 302.0 | 16.0 | False | None | None | False | None | False | 4832.0 | 0 | 4001359 | 154833 | None | S.R. Ele 021-22 Chapter-3, It No.3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. | Each | 88.0 | 88.0 | 40.0 | False | None | None | False | None | False | 3520.0 | 0 | 4001360 | 154833 | None | S.R. Ele 2021-22 Chptr-3, It No.3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. | Each | 152.0 | 152.0 | 18.0 | False | None | None | False | None | False | 2736.0 | 0 | 4001361 | 154833 | None | S.R. Ele 2021-22 Chptr-3, It No.3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. | Each | 162.0 | 162.0 | 18.0 | False | None | None | False | None | False | 2916.0 | 0 | 4001362 | 154833 | None | S.R. Ele 2021-22 Chapter-3, It No.3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. | Each | 375.0 | 375.0 | 18.0 | False | None | None | False | None | False | 6750.0 | 0 | 4001363 | 154833 | None | S.R. Ele 2021-22 Chptr-3, It No.3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. | Each | 249.0 | 249.0 | 18.0 | False | None | None | False | None | False | 4482.0 | 0 | 4001364 | 154833 | None | S.R. Ele 2021-22 Chptr-2, It No.2.1.1 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. | Nos | 276.0 | 276.0 | 20.0 | False | None | None | False | None | False | 5520.0 | 0 | 4001365 | 154833 | None | S.R. Ele 2021-22 Chptr-2, It No.2.1.2 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. | Nos | 386.0 | 386.0 | 54.0 | False | None | None | False | None | False | 20844.0 | 0 | 4001366 | 154833 | None | S.R. Ele 2021-22 Chptr-2, It No.2.1.3 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. | Nos | 567.0 | 567.0 | 4.0 | False | None | None | False | None | False | 2268.0 | 0 | 4001367 | 154833 | None | S.R. Ele 2021-22 Chptr-3, It No.3.1.2 | Supplying 6A flush type socket and 6Amps flush type SP switch either surface / flush mounting in existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required. as per IS 1293 and IS 3654 | Each | 143.0 | 143.0 | 32.0 | False | None | None | False | None | False | 4576.0 | 0 | 4001368 | 154833 | None | S.R. Ele 2021-22 Chptr-2, It No.2.3.1 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP | m | 18.0 | 18.0 | 110.0 | False | None | None | False | None | False | 1980.0 | 0 | 4001369 | 154833 | None | S.R. Ele2021-22 Chptr-2, It No.2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP | m | 26.0 | 26.0 | 110.0 | False | None | None | False | None | False | 2860.0 | 0 | 4001370 | 154833 | None | S.R. Ele 2021-22 Chptr-2, It No.2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP | m | 40.0 | 40.0 | 110.0 | False | None | None | False | None | False | 4400.0 | 0 | 4001371 | 154833 | None | S.R. Ele 2021-22 Chptr-2, It No.2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP | m | 59.0 | 59.0 | 110.0 | False | None | None | False | None | False | 6490.0 | 0 | 4001372 | 154833 | None | S.R. Ele 2021-22 Chapter-11, It No.11.3.2 | Supplying of .4'.feet -PVC Batten with integrated LED tube 20/22 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 740.0 | 740.0 | 14.0 | False | None | None | False | None | False | 10360.0 | 0 | 4001373 | 154833 | None | S.R. Ele 2021-22 Chptr-13, It No.13.7.1 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. | Each | 119.0 | 119.0 | 18.0 | False | None | None | False | None | False | 2142.0 | 0 | 4001374 | 154833 | None | S.R. Ele 2021-22 Chptr-5, It No.5.7.3 | Supplying & fixing of porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc., complete. 63 Amps | Each | 372.0 | 372.0 | 16.0 | False | None | None | False | None | False | 5952.0 | 0 | 4001375 | 154833 | None | S.R. Ele 2021-22 Chptr-5, It No.5.17.4 | 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. | Each | 1103.0 | 1103.0 | 14.0 | False | None | None | False | None | False | 15442.0 | 0 | 4001376 | 154833 | None | S.R. Ele 2021-22 Chptr-5, It No.5.18.10 | Supplying and fixing regular MCB distribution boards on wall/ood 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. | Each | 2650.0 | 2650.0 | 9.0 | False | None | None | False | None | False | 23850.0 | 0 | 4001377 | 154833 | None | S.R. Ele 2021-22 Chptr-5, It No.5.20.1 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. A) 63 Amps 4 pole | Each | 2536.0 | 2536.0 | 16.0 | False | None | None | False | None | False | 40576.0 | 0 | 4001378 | 154833 | None | S.R. Ele 2021-22 Chptr-5, It No.5.42.2 | Fabricating supplying and mounting MS box made out 16 SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. | Sq CM | 0.38 | 0.38 | 18500.0 | False | None | None | False | None | False | 7030.0 | 0 | 4001379 | 154833 | None | S.R. Ele 2021-22 Chptr -11, It No.11.11.4 | Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per W, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should less than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 160.0 | 160.0 | 17.0 | False | None | None | False | None | False | 2720.0 | 0 | 4001380 | 154833 | None | S.R. Ele 2021-22 Chptr-11, It No.11.11.5 | Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per W, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should less than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 237.0 | 237.0 | 30.0 | False | None | None | False | None | False | 7110.0 | 0 | 4001381 | 154833 | None | BESCOM. Electrical 2021-22, It No. 32.04 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 | Km | 114683.0 | 114683.0 | 0.2 | False | None | None | False | None | False | 22936.6 | 0 | 4001382 | 154833 | None | BESCOM Ele 2021-22, It No. 54.01 | Grounding Material Pipe Grounding GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg | No | 770.0 | 770.0 | 10.0 | False | None | None | False | None | False | 7700.0 | 0 | 4001383 | 154833 | None | BESCOM Ele 2021-22, It No. 54.02 | Grounding Material Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | No | 660.0 | 660.0 | 10.0 | False | None | None | False | None | False | 6600.0 | 0 | 4001384 | 154833 | None | BESCOM Ele 2021-22, It No. 54.03 | Grounding Material Good Quality Salt for grounding purposes packed in 50
Kg gunny bag | Bag | 303.0 | 303.0 | 10.0 | False | None | None | False | None | False | 3030.0 | 0 | 4001385 | 154833 | None | BESCOM Ele 2021-22, It No. 56.05 | LT Single Phase 5-30 Amps, DLMS Complaint Static Energy Meter, 1.0 Accuracy Class (Used for LT-2, LT-3 & LT-5 Installations) | No | 934.0 | 934.0 | 10.0 | False | None | None | False | None | False | 9340.0 | 0 | 4001386 | 154833 | None | CSR-2021-22 Vol. V Pg No. 13- Item No. 1.1M010A | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: (PVC pipes 25mm dia, 10 kg/sqcm & class 5) (WATER SUPPLY AND SEWERAGE CSR-2021-22 - Vol. V - Page No. 134 - Item No. 1.1 / M010A) | Mtr | 48.41 | 48.41 | 195.0 | False | None | None | False | None | False | 9439.95 | 0 | 4001387 | 154833 | None | WSS CSR-2021-22-Vol.V-Page No. 134-It No. 1.1M010B | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: (PVC pipes 32mm dia., 10 kg/sqcm & class 5) | Mtr | 65.92 | 65.92 | 195.0 | False | None | None | False | None | False | 12854.4 | 0 | 4001388 | 154833 | None | PWD SR-2021-22 Vol.2-Pg No. 115- It No. 13.1.1 | 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 : | Nos | 485.13 | 485.13 | 41.0 | False | None | None | False | None | False | 19890.33 | 0 | 4001389 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No. 118 It No. 13.18.1 | Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore, 86 mm long, weighing not less than 88 g | Nos | 146.26 | 146.26 | 37.0 | False | None | None | False | None | False | 5411.62 | 0 | 4001390 | 154833 | None | SR-2021-22 -Vol. 2 -Pg No.118 -It No. 13.18.2 | Providing and fixing PTMT stop cock of approved quality and colour 20 mm nominal bore, 86 mm long, | Nos | 155.53 | 155.53 | 26.0 | False | None | None | False | None | False | 4043.78 | 0 | 4001391 | 154833 | None | SR-2021-22 Vol. 2 Pg No. 115 -It No. 13.4.1 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :25 mm nominal bore & 32 mm nominal bore (25 mm nominal bore) | Nos | 543.84 | 543.84 | 18.0 | False | None | None | False | None | False | 9789.12 | 0 | 4001392 | 154833 | None | SR-2021-22 -Vol.2-Pg No.115 -It No.13.4.2 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :25 mm nominal bore & 32 mm nominal bore (35 mm nominal bore) | Nos | 605.85 | 605.85 | 18.0 | False | None | None | False | None | False | 10905.3 | 0 | 4001393 | 154833 | None | SR-2021-22 -Vol. 2-Pg No. 118 - It No. 13.17.1 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 g | Nos | 152.44 | 152.44 | 37.0 | False | None | None | False | None | False | 5640.28 | 0 | 4001394 | 154833 | None | SR-2021-22 Vol. 2-Pg No. 115 -It No. 13.5.3 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore | Nos | 395.52 | 395.52 | 33.0 | False | None | None | False | None | False | 13052.16 | 0 | 4001395 | 154833 | None | SR-2021-22-Vol. 2 -Pg No.117 -It No. 13.11.2 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 20 mm nominal bore | Set | 450.11 | 450.11 | 33.0 | False | None | None | False | None | False | 14853.63 | 0 | 4001396 | 154833 | None | PWD SR-2021-22 Vol.2 Pg No.115 It No. 13.6.1.1 | Providing and fixing gun metal non- return valve of approved quality
(screwed end) : 25 mm nominal bore Horizontal | Nos | 507.79 | 507.79 | 18.0 | False | None | None | False | None | False | 9140.22 | 0 | 4001397 | 154833 | None | 1st Addendum Item No. 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Nos | 500.0 | 500.0 | 16.48 | False | None | None | False | None | False | 8240.0 | 0 | 4001398 | 154833 | None | SR-2021-22 Vol. 2 -Pg No. 125 -It No. 14.7A | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Unit | 3706.97 | 3706.97 | 15.0 | False | None | None | False | None | False | 55604.55 | 0 | 4001399 | 154833 | None | SR-2021-22-Vol. 2 -Pg No. 123 -It No. 14.4.1 | Providing and fixing white vitreous china flat back or wall corner type
lipped front urinal basin of 430x260x350 mm and 340x410x265 mm
sizes respectively with automatic flushing cistern with standard flush
pipe and C.P. brass spreaders with brass unions and G.I clamps
complete, including painting of fittings and brackets, cutting and making
good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Unit | 3642.08 | 3642.08 | 2.0 | False | None | None | False | None | False | 7284.16 | 0 | 4001400 | 154833 | None | SR-2021-22-Vol. 5 -Pg No. 187 -It No.T130A | Constructing brick masonry chamber of internal dimension 600x600mm
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. | Nos | 5126.31 | 5126.31 | 27.0 | False | None | None | False | None | False | 138410.37 | 0 | 4001401 | 154833 | None | SR-2021-22 -Vol. 2-Pg No. 123 -It No. 14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | Each | 5155.15 | 5155.15 | 4.0 | False | None | None | False | None | False | 20620.6 | 0 | 4001402 | 154833 | None | PWD SR-2021-22 Vol. 2 Pg No. 123 It No. 14.1.1 | 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 | Each | 4373.38 | 4373.38 | 22.0 | False | None | None | False | None | False | 96214.36 | 0 | 4001403 | 154833 | None | SR-2021-22 -Vol. 2 -Pg No. 124 -It No. 14.5.1 | 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 | Each | 6826.84 | 6826.84 | 14.0 | False | None | None | False | None | False | 95575.76 | 0 | 4001404 | 154833 | None | SR-2021-22 - Vol. 2 - Pg No. 117 -It No. 13.10.5 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 40 mm nominal bore | Unit | 414.06 | 414.06 | 55.0 | False | None | None | False | None | False | 22773.3 | 0 | 4001405 | 154833 | None | WSS CSR-2021-22 Vol.V-Pg No. 134 -It No. 1.1 M010A | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 90mm dia., 6 kg/sqcm & class 3, & PVC pipes 110mm dia., 6 kg/sqcm & class 3 (WATER SUPPLY AND SEWERAGE CSR-2021-22 - Vol. V - Page No. 134 - Item No. 1.1 / M010A0) | Rmtr | 289.43 | 289.43 | 94.8 | False | None | None | False | None | False | 27437.964 | 0 | 4001406 | 154833 | None | WSS CSR-2021-22 Vol.V -Pg No. 134 It No.1.1M010F | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 90mm dia., 6 kg/sqcm & class 3, & PVC pipes 110mm dia., 6 kg/sqcm & class 4 (WATER SUPPLY AND SEWERAGE CSR-2021-22 - Vol. V - Page No. 134 - Item No. 1.1 / M010F) | Rmtr | 405.82 | 405.82 | 85.0 | False | None | None | False | None | False | 34494.7 | 0 | 4001407 | 154833 | None | SR-2021-22-Vol. 1-Pg No. 10-It No. 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 199.82 | 199.82 | 43.2 | False | None | None | False | None | False | 8632.224 | 0 | 4001408 | 154833 | None | SR-2021-22 -Vol. 5-Pg No.187 -It No.9 SOR No.T130B | Constructing brick masonry chamber of internal dimension 600x600mm 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.. | Each | 5126.31 | 5126.31 | 8.0 | False | None | None | False | None | False | 41010.48 | 0 | 4001409 | 154833 | None | PWD SR-2021-22 Vol.5 Pg No.184 It No.2.2 No. T040B | Supplying 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 seals joints pipe will have groves
in interior of socket and exterior of the spigot. The rubber gasket shall be
prefixed at the factory by the manufacturer 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 and all necessary survey
works for laying of sewers etc., and disposal of debris as directed etc.,
complete. (Contractor will make his own arrangements for procuring water
for testing) with Rubber ring gasket joints (PWD SR-2021-22 Vol. 5 Pg No. 184 It No. 2.2 SOR No. T040B) | m | 526.33 | 526.33 | 80.0 | False | None | None | False | None | False | 42106.4 | 0 | 4001410 | 154833 | None | SR-2021-22-Vol.1 -Pg No. 7It No. 1.1 | 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 | Cum | 125.66 | 125.66 | 43.2 | False | None | None | False | None | False | 5428.512 | 0 | 4001411 | 154833 | None | SR-2021-22 -Vol. 1-Pg No.63-It No. 2.1.4 | 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 nominal size graded crushed coarse aggregates | Cum | 5899.84 | 5899.84 | 1.87 | False | None | None | False | None | False | 11032.7008 | 0 | 4001412 | 154833 | None | SR-2021-22-Vol.2 Pg No.13 It No. 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 6896.88 | 6896.88 | 11.86 | False | None | None | False | None | False | 81796.9968 | 0 | 4001413 | 154833 | None | SR-2021-22 -Vol.1 Page No.16 It No. 2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 | Cum | 6638.8 | 6638.8 | 1.09 | False | None | None | False | None | False | 7236.292 | 0 | 4001414 | 154833 | None | SR-2021-22 Vol.1 -Pg No.16-It No. 2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 | Cum | 9220.56 | 9220.56 | 2.436 | False | None | None | False | None | False | 22461.28416 | 0 | 4001415 | 154833 | None | SR-2021-22-Vol.2-Pg No. 42 -It No. 8.6.1 | Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement 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. | Sqm | 282.22 | 282.22 | 44.16 | False | None | None | False | None | False | 12462.8352 | 0 | 4001416 | 154833 | None | SR-2021-22-Vol. 2 -Pg No.134 -It No.15.6 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 468.65 | 468.65 | 52.5 | False | None | None | False | None | False | 24604.125 | 0 | 4001417 | 154833 | None | SR-2021-22 Vol.2 -Pg No.43-It No. 8.12 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge. | Kg | 52.53 | 52.53 | 24.0 | False | None | None | False | None | False | 1260.72 | 0 | 4001418 | 154833 | None | SR-2021-22-Vol.5-Pg No.134 It No.1 M010,1.6 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 90mm dia., 6 kg/sqcm & class 3 (SR-2021-22-Vol.5-Pg No.134 It No.1 SORCode M010,1.6) | Mtr | 289.43 | 289.43 | 2.4 | False | None | None | False | None | False | 694.632 | 0 | 4001419 | 154833 | None | SR-2021-22 Vol.1 Pg No. 1-It No. 1.9 | 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. | Cum | 210.12 | 210.12 | 3.42 | False | None | None | False | None | False | 718.6104 | 0 |
| 1726223000000 | 0 | None | None | Buildings | Construction of Building and other works for the urban local Body CMC Bhadravathi Limits under Amrutha Nagarothana (Municipality) Phase-4 Project.(110 lakhs) | 9261245.35 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4001420 | 154834 | None | PWD SR Vol-III.NO2.11A Page No 08 | 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 (iv) Dismantling Stone Masonry By Mechanical means Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means | Cum | 139.05 | 139.05 | 108.5 | False | None | None | False | None | False | 15086.925 | 0 | 4001421 | 154834 | None | Vol-III.I NO 2.8A Page No 08 | 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 | Cum | 907.43 | 907.43 | 31.0 | False | None | None | False | None | False | 28130.33 | 0 | 4001422 | 154834 | None | Vol-III.NO2.9B Page No 08 | 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 (iii) Dismantling Brick / Tile work In cement mortar | Cum | 513.97 | 513.97 | 27.0 | False | None | None | False | None | False | 13877.19 | 0 | 4001423 | 154834 | None | Vol-I .NO1.4.1 Page No 05 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, re moval of stumps and other deleterious matter, excavated surface lev eled and sides neatly dressed disposing off the excavated stuff or sort ing & 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 | Cum | 191.58 | 191.58 | 324.0 | False | None | None | False | None | False | 62071.92 | 0 | 4001424 | 154834 | None | I.NO 2.1.2 Vol-II Page No15 | Providing and laying in position plain cement concrete for leveling 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, labor, 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 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates)) | Cum | 5362.18 | 5362.18 | 15.93 | False | None | None | False | None | False | 85419.5274 | 0 | 4001425 | 154834 | None | PWD SR-2021-22 I.NO 2.4.2 Vol-Pg No 17 | 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 plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labor, 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 and down size graded crushed coarse aggregates | Cum | 8298.5 | 8298.5 | 139.5 | False | None | None | False | None | False | 1157640.75 | 0 | 4001426 | 154834 | None | PWDSR-2021-22 Vol.2 -Pg No. 84 - It No. 11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever necessary complete as per Design including cost of material, labor, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 94.76 | 94.76 | 6617.95 | False | None | None | False | None | False | 627116.942 | 0 | 4001427 | 154834 | None | SR-2021-22 Vol.3-Pg No.84- It No. 9.3 | Supplying and fitting and placing TMT Fe 500 and above Reinforcement in foundation / Substructure/ super structure complete as epr drawing and technical specifications. | Tonne | 82705.91 | 82705.91 | 4.88 | False | None | None | False | None | False | 403604.8408 | 0 | 4001428 | 154834 | None | I.NO 1.9 Vol- I Page No 07 | 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 up to 1.5 m. | Cum | 210.12 | 210.12 | 269.54 | False | None | None | False | None | False | 56635.7448 | 0 | 4001429 | 154834 | None | I.NO 12.4 SOR No M150D Vol- V Pg No 139 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. | Rmtr | 286.41 | 286.41 | 75.0 | False | None | None | False | None | False | 21480.75 | 0 | 4001430 | 154834 | None | PWD SR-2021-22-Vol. 2 -Pg No. 165 -It No. 19.27.1 | 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 | Sqm | 857.99 | 857.99 | 92.16 | False | None | None | False | None | False | 79072.3584 | 0 | 4001431 | 154834 | None | PWD SR-2021-22 Vol.2 Pg No. 163 It No. 19.3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1913.74 | 1913.74 | 28.04 | False | None | None | False | None | False | 53661.2696 | 0 | 4001432 | 154834 | None | SR-2021-22 Vol.2 Pg No.163 It No. 19.9.2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar | Cum | 1328.7 | 1328.7 | 54.79 | False | None | None | False | None | False | 72799.473 | 0 | 4001433 | 154834 | None | SR-2021-22 Vol.1-Pg No.8 It No. 1.14.1 | 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 all kinds of soils Depth upto 3 m | Cum | 75.19 | 75.19 | 222.03 | False | None | None | False | None | False | 16694.4357 | 0 | 4001434 | 154834 | None | SR-2021-22 Vol.1-Pg No. 15-It No. 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5720.62 | 5720.62 | 104.006 | False | None | None | False | None | False | 594978.80372 | 0 | 4001435 | 154834 | None | PWDSR-2021-22-Vol.1-Pg No.15-It No. 2.2.1.1 | 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)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6610.99 | 6610.99 | 11.44 | False | None | None | False | None | False | 75629.7256 | 0 | 4001436 | 154834 | None | SR-2021-22-Vol.2-Pg No.9-It No. 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5512.56 | 5512.56 | 102.6104 | False | None | None | False | None | False | 565645.986624 | 0 | 4001437 | 154834 | None | SR-2021-22-Vol.1 Pg No.17-Item No. 2.5.1 | 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 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10824.68 | 10824.68 | 11.19 | False | None | None | False | None | False | 121128.1692 | 0 | 4001438 | 154834 | None | SR-2021-22-Vol.2-Pg No.75-It No. 11.2 | Providing and fixing Structural Steel work riveted,bolted or welded in built up sections,trusses and frramed work,including cutting,hosting,fixing in position and applying a priming coat of approved steeel primer all complete including cost of Materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 104.03 | 104.03 | 2408.312 | False | None | None | False | None | False | 250536.69736 | 0 | 4001439 | 154834 | None | SR-2021-22-Vol-2, Pg No -26-It No. 7.38 | 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. | Sqm | 572.68 | 572.68 | 112.36 | False | None | None | False | None | False | 64346.3248 | 0 | 4001440 | 154834 | None | PWD SR-2021-22 Vol. 2 Pg No. 27 It No. 7.39.2 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm(+0.05 %) total coated thickness, 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 using self drilling/self tapping screws complete: Flashings/ Aprons.( Upto 600 mm) | Rmtr | 338.87 | 338.87 | 38.4 | False | None | None | False | None | False | 13012.608 | 0 | 4001441 | 154834 | None | SR-2021-22-Vol.2-Pg No.27 It No. 7.39.6 | Gutter (600 mm over all girth) | Rmtr | 880.65 | 880.65 | 19.2 | False | None | None | False | None | False | 16908.48 | 0 | 4001442 | 154834 | None | SR-2021-22-Vol.3-It No.003 -Pg No. A-9 | Providing and fixing PVC Pipe 110 mm Outer di at 2Kg per Sqcm | Rmtr | 156.56 | 156.56 | 19.2 | False | None | None | False | None | False | 3005.952 | 0 | 4001443 | 154834 | None | SR-2021-22-Vol.1 Pg No.7-It No.1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 414.06 | 414.06 | 250.0 | False | None | None | False | None | False | 103515.0 | 0 | 4001444 | 154834 | None | SR-2021-22-Vol.2 -Pg No.59 -It No.9.1 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete | Sqm | 412.0 | 412.0 | 92.16 | False | None | None | False | None | False | 37969.92 | 0 | 4001445 | 154834 | None | SR-2021-22 -Vol.3-Pg No.24 -It No. 4.27 | 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 | Cum | 2465.82 | 2465.82 | 108.0 | False | None | None | False | None | False | 266308.56 | 0 | 4001446 | 154834 | None | SR-2021-22 -Vol.1 -Pg No.15-It No. 2.1.4 | 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 nominal size graded crushed coarse aggregates | Cum | 5899.84 | 5899.84 | 36.26 | False | None | None | False | None | False | 213928.1984 | 0 | 4001447 | 154834 | None | SR-2021-22-Vol.2 -Pg No. 64 -It No. 9.32 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. | Sqm | 1179.35 | 1179.35 | 720.0 | False | None | None | False | None | False | 849132.0 | 0 | 4001448 | 154834 | None | SR-2021-22 Vol.3 -Pg No.146-It No. 6.7 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)300 x 300 x 150 mm Kerb Stone (SR-2021-22 Vol.3 -Pg No.146-It No. 6.7 MoRTH
Sec 503) | m | 334.75 | 334.75 | 900.0 | False | None | None | False | None | False | 301275.0 | 0 | 4001449 | 154834 | None | Market rate | Suppying and fixing 5'X3' RCC Benches including loading and unloading, transportation charges etc complete as per specifiation (Approved market rate) | Nos | 7725.0 | 7725.0 | 19.0 | False | None | None | False | None | False | 146775.0 | 0 | 4001450 | 154834 | None | Market rate | Providing and fixing chest press and shoulder press including cost of materials, transportation and installation as per directions of engineer in charge. (Approved market rate) | Nos | 112181.42 | 112181.42 | 1.0 | False | None | None | False | None | False | 112181.42 | 0 | 4001451 | 154834 | None | Market rate | Providing and fixing sit up board double including cos tof materials, transportation and installation as per directions of engineer in charge. (Approved market rate) | Nos | 57488.42 | 57488.42 | 1.0 | False | None | None | False | None | False | 57488.42 | 0 | 4001452 | 154834 | None | SR-2021-22-Vol.3-Pg No.8-It No. 1.14.1 spef 201 | Clearing Grass and Removal of Rubbish & dumping to outside periphery by manual means (SR-2021-22-Vol.3-Pg No.8-It No. 1.14.1 Ref. to
MoRT&H Spec. 201) | ha | 29304.53 | 29304.53 | 0.15 | False | None | None | False | None | False | 4395.6795 | 0 | 4001453 | 154834 | None | SR-2021-22 Vol.1-Pg No.17-It No. 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10449.96 | 10449.96 | 0.59 | False | None | None | False | None | False | 6165.4764 | 0 | 4001454 | 154834 | None | SR-2021-22-Vol 2-Pg No.42 It No. 8.8 | 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. | Sqm | 316.21 | 316.21 | 35.76 | False | None | None | False | None | False | 11307.6696 | 0 | 4001455 | 154834 | None | SR-2021-22 Vol.2 -Pg No.75 It No.11.1 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 99.91 | 99.91 | 2171.04 | False | None | None | False | None | False | 216908.6064 | 0 | 4001456 | 154834 | None | SR-2021-22 -Vol. 2 -Pg No.95. It No. 11.58 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm). | Sqm | 696.28 | 696.28 | 244.41 | False | None | None | False | None | False | 170177.7948 | 0 | 4001457 | 154834 | None | SR-2021-22 -Vol.2 -Pg No. 82-It No. 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 123.6 | 123.6 | 231.79 | False | None | None | False | None | False | 28649.244 | 0 | 4001458 | 154834 | None | SR-2021-22 -Vol.2 -Pg No. 48-It No. 8.41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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. | Sqm | 133.9 | 133.9 | 501.05 | False | None | None | False | None | False | 67090.595 | 0 | 4001459 | 154834 | None | SR-2021-22 -Vol.1 -Pg No. 17 -It No. 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9220.56 | 9220.56 | 4.92 | False | None | None | False | None | False | 45365.1552 | 0 | 4001460 | 154834 | None | SR-2021-22 -Vol.1 -Pg No.17 -It No. 2.5.1 | 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 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10187.93 | 10187.93 | 11.2 | False | None | None | False | None | False | 114104.816 | 0 | 4001461 | 154834 | None | SR-2021-22 -Vol.1 -Pg No.17 It No. 2.5.1 | 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 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9551.19 | 9551.19 | 26.02 | False | None | None | False | None | False | 248521.9638 | 0 | 4001462 | 154834 | None | SR-2021-22 Vol.2 -Pg No.14 -It No.6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 6890.7 | 6890.7 | 30.0 | False | None | None | False | None | False | 206721.0 | 0 | 4001463 | 154834 | None | SR-2021-22 Vol.2 -Pg No. 41-It No.8.1.1 | Providing 12 mm cement plaster with cement mortar 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. | Sqm | 219.39 | 219.39 | 104.2445 | False | None | None | False | None | False | 22870.200855 | 0 | 4001464 | 154834 | None | SR-2021-22 -Vol.2 -Pg No.41 -It No.8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 236.9 | 236.9 | 100.04 | False | None | None | False | None | False | 23699.476 | 0 | 4001465 | 154834 | None | SR-2021-22 -Vol.2 -Pg No.60 -It No.9.10 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 638.6 | 638.6 | 38.48 | False | None | None | False | None | False | 24573.328 | 0 | 4001466 | 154834 | None | SR-2021-22 Vol.2 -Pg No.71-It No.10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 992.92 | 992.92 | 60.044 | False | None | None | False | None | False | 59618.88848 | 0 | 4001467 | 154834 | None | PWD SR-2021-22 Vol. 2 Page No. 45 It No. 8.25 | 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. | Sqm | 108.15 | 108.15 | 330.94 | False | None | None | False | None | False | 35791.161 | 0 | 4001468 | 154834 | None | SR-2021-22 Vol.2 Pg No.46 It No. 8.32 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/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. | Sqm | 115.36 | 115.36 | 100.04 | False | None | None | False | None | False | 11540.6144 | 0 | 4001469 | 154834 | None | SR-2021-22 Vol.2 -Pg No.105 -It No.12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. | Sqm | 489.25 | 489.25 | 63.78 | False | None | None | False | None | False | 31204.365 | 0 | 4001470 | 154834 | None | SR-2021-22 Vol.2 Pg No.105 It No.12.55.2 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with one side prelam | Sqm | 2941.68 | 2941.68 | 20.79 | False | None | None | False | None | False | 61157.5272 | 0 | 4001471 | 154834 | None | SR-2021-22 -Vol.2 -Pg 83-It No.11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 515.0 | 515.0 | 140.0 | False | None | None | False | None | False | 72100.0 | 0 | 4001472 | 154834 | None | SR-2021-22 Vol. 2 -Pg 75 It No.11.5.2 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-Incharge including cost of materials, labour, usage charges of machinery
complete as per specifications. | Sqm | 3552.47 | 3552.47 | 5.04 | False | None | None | False | None | False | 17904.4488 | 0 | 4001473 | 154834 | None | PWD SR-2021-22 Vol. 2 Pg No. 110 - It No.12.85 | 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) | Sqm | 5016.1 | 5016.1 | 3.78 | False | None | None | False | None | False | 18960.858 | 0 | 4001474 | 154834 | None | SR-2021-22-Vol.2 -Pg No.13 It No. 6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 6896.88 | 6896.88 | 13.84 | False | None | None | False | None | False | 95452.8192 | 0 | 4001475 | 154834 | None | SR-2021-22 -Vol.1 -Pg No.16 -It No. 2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 | Cum | 6638.8 | 6638.8 | 0.62 | False | None | None | False | None | False | 4116.056 | 0 | 4001476 | 154834 | None | SR-2021-22 Vol. 2 -Pg No.42 It No. 8.6.1 | Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement 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. | Sqm | 282.22 | 282.22 | 22.84 | False | None | None | False | None | False | 6445.9048 | 0 | 4001477 | 154834 | None | SR-2021-22 Vol.2 Pg No. 134 -It No. 15.6 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 468.65 | 468.65 | 80.32 | False | None | None | False | None | False | 37641.968 | 0 | 4001478 | 154834 | None | SR-2021-22 -Vol.2- Pg No. 43- It No. 8.12 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin- Charge. | Kg | 52.53 | 52.53 | 17.0 | False | None | None | False | None | False | 893.01 | 0 | 4001479 | 154834 | None | SR-2021-22 Vol.5-Pg No.134-It No.1 SOR M010F | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 90mm dia., 6 kg/sqcm & class 3 (PWD SR-2021-22 - Vol. 5 - Page No. 134- Item No.1 SOR Code M010F) | m | 269.17 | 269.17 | 4.8 | False | None | None | False | None | False | 1292.016 | 0 | 4001480 | 154834 | None | SR-2021-22 Vol.1 -Pg No.10 -It No. 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 199.82 | 199.82 | 27.0 | False | None | None | False | None | False | 5395.14 | 0 | 4001481 | 154834 | None | SR2021-22-Vol.5-Pg No.184 -It No.2.2SOR T040B | Supplying 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 seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer 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 and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring | m | 526.33 | 526.33 | 50.0 | False | None | None | False | None | False | 26316.5 | 0 | 4001482 | 154834 | None | SR-2021-22 -Vol.5 -Pg No. 187-It No.9 SOR T130A | Constructing brick masonry chamber of internal dimension 600x600mm
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.. | Each | 5126.31 | 5126.31 | 10.0 | False | None | None | False | None | False | 51263.1 | 0 | 4001483 | 154834 | None | SR-2021-22-Vol.1 -Pg No.7 It No. 1.1 | 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 | Cum | 125.66 | 125.66 | 32.4 | False | None | None | False | None | False | 4071.384 | 0 | 4001484 | 154834 | None | CSR-2021-22 -Vol.V-Pg No. 134 It No. 1.1 M010A | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: | m | 45.02 | 45.02 | 135.0 | False | None | None | False | None | False | 6077.7 | 0 | 4001485 | 154834 | None | CSR-2021-22 -Vol.V -Page No.134 - It No.1.1 M010B | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: (WATER SUPPLY AND SEWERAGE CSR-2021-22 - Vol. V - Page No. 134 - Item No. 1.1 / M010B) | m | 61.31 | 61.31 | 135.0 | False | None | None | False | None | False | 8276.85 | 0 | 4001486 | 154834 | None | SR-2021-22 Vol.2-Pg No.115 -It No. 13.1.1 | 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 : | Nos | 485.13 | 485.13 | 20.0 | False | None | None | False | None | False | 9702.6 | 0 | 4001487 | 154834 | None | SR-2021-22 Vol.2 -Pg No. 118 -It No.13.18.1 | Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore, 86 mm long, weighing not less than 88 g | Nos | 146.26 | 146.26 | 20.0 | False | None | None | False | None | False | 2925.2 | 0 | 4001488 | 154834 | None | SR-2021-22 Vol 2-Pg No.118 -It No. 13.18.2 | Providing and fixing PTMT stop cock of approved quality and colour 20 mm nominal bore, 86 mm long, | Nos | 155.53 | 155.53 | 9.0 | False | None | None | False | None | False | 1399.77 | 0 | 4001489 | 154834 | None | SR-2021-22 Vol 2 Pg No.115 It No. 13.4.1 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :25 mm nominal bore | Nos | 543.84 | 543.84 | 10.0 | False | None | None | False | None | False | 5438.4 | 0 | 4001490 | 154834 | None | SR-2021-22 Vol.2 Pg No 115 It No. 13.4.2 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :32 mm nominal bore | Nos | 605.85 | 605.85 | 10.0 | False | None | None | False | None | False | 6058.5 | 0 | 4001491 | 154834 | None | SR-2021-22 -Vol.2 Pg No.118 -It No. 13.17.1 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 g | Nos | 152.44 | 152.44 | 16.0 | False | None | None | False | None | False | 2439.04 | 0 | 4001492 | 154834 | None | SR-2021-22 Vol.2 -Pg No.115-It No. 13.5.3 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore | Nos | 395.52 | 395.52 | 16.0 | False | None | None | False | None | False | 6328.32 | 0 | 4001493 | 154834 | None | SR-2021-22-Vol.2 Pg No. 117 -It No. 13.11.2 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 20 mm nominal bore | Set | 450.11 | 450.11 | 16.0 | False | None | None | False | None | False | 7201.76 | 0 | 4001494 | 154834 | None | SR-2021-22 Vol.2 Pg No. 115-It No. 13.6.1.1 | Providing and fixing gun metal non- return valve of approved quality
(screwed end) : 25 mm nominal bore Horizontal | Nos | 507.79 | 507.79 | 9.0 | False | None | None | False | None | False | 4570.11 | 0 | 4001495 | 154834 | None | 1st Addendum Item No. 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Ltr | 8.24 | 8.24 | 2000.0 | False | None | None | False | None | False | 16480.0 | 0 | 4001496 | 154834 | None | SR-2021-22-Vol.2 -Pg No.125 It No. 14.7A | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Nos | 3706.97 | 3706.97 | 6.0 | False | None | None | False | None | False | 22241.82 | 0 | 4001497 | 154834 | None | SR-2021-22 Vol.2 -Pg No.123 It No. 14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | Each | 5155.15 | 5155.15 | 5.0 | False | None | None | False | None | False | 25775.75 | 0 | 4001498 | 154834 | None | SR-2021-22 Vol.2 -Pg No.123 It No. 14.1.1 | 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 | Each | 4373.38 | 4373.38 | 6.0 | False | None | None | False | None | False | 26240.28 | 0 | 4001499 | 154834 | None | SR-2021-22-Vol.2 -Pg No. 124 It No.14.5.1 | 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 | Each | 6826.84 | 6826.84 | 4.0 | False | None | None | False | None | False | 27307.36 | 0 | 4001500 | 154834 | None | SR-2021-22 Vol 2-Pg No.117-It No. 13.10.5 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 40 mm nominal bore | Nos | 414.06 | 414.06 | 24.0 | False | None | None | False | None | False | 9937.44 | 0 | 4001501 | 154834 | None | CSR-2021-22 Vol.V-Pg No.134-It No.1.1 M010F | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 90mm dia., 6 kg/sqcm & class 3 (WATER SUPPLY AND SEWERAGE CSR-2021-22 - Vol. V - Page No. 134 - Item No. 1.1 / M010F) | m | 269.17 | 269.17 | 125.0 | False | None | None | False | None | False | 33646.25 | 0 | 4001502 | 154834 | None | CSR-2021-22 Vol. V Page No. 134 It No. 1.1 M010G | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 377.41 | 377.41 | 125.0 | False | None | None | False | None | False | 47176.25 | 0 | 4001503 | 154834 | None | SR-2021-22-Vol.5 Pg No.164-It No. P440A | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments
2 HP, Size 65x50 Head 13M, Discharge 462 LPM | Nos | 15887.75 | 15887.75 | 3.0 | False | None | None | False | None | False | 47663.25 | 0 | 4001504 | 154834 | None | S.R. Ele 2021-22 Chptr -1, It No.1.1.1 | Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 19/20 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 19/20 mm dia 2 mm thick (S.R. Electrical Works for 2021-22 Chapter -1, Item No.1.1.1) | Mtr | 68.0 | 68.0 | 90.0 | False | None | None | False | None | False | 6120.0 | 0 | 4001505 | 154834 | None | S.R. Ele2021-22 Chptr -1. It No.1.2.2 | Concealed Conduit System Supplying Heavy Gauge PVC Conduit pipe 25 mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. 25 mm dia 2 mm thick (S.R. Electrical Works for 2021-22 Chapter - 1. Item No.1.2.2) | Mtr | 70.0 | 70.0 | 90.0 | False | None | None | False | None | False | 6300.0 | 0 | 4001506 | 154834 | None | S.R. Ele 2021-22 Chptr -1, It No.1.3.1 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 19/20mm dia 2mm thick with suitable size bends, metal/PVE junction boxes adhesive paste etc., by groove cutting in the wall & fixing by using U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary.19/20 mm dia 2 mm thick | Mtr | 75.0 | 75.0 | 90.0 | False | None | None | False | None | False | 6750.0 | 0 | 4001507 | 154834 | None | S.R. Ele 2021-22 Chpr-1, It No.1.3.2 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 25mm dia 2mm thick with suitable size bends, metal/PVE junction boxes adhesive paste etc., by groove cutting in the wall & fixing by using U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary.25 mm dia 2 mm thick | Mtr | 80.0 | 80.0 | 90.0 | False | None | None | False | None | False | 7200.0 | 0 | 4001508 | 154834 | None | S.R. Ele 2021-22 Chptr -1, It No.1.1.3 | Concealed conduit System, Supplying Heavy Gauge PVC Conduit Pipe 32mm dia 2.5 mm thick with Confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosure. Run with 18SWG GI fish wire wherever necessary 32 mm dia 2.5 mm thick | Mtr | 100.0 | 100.0 | 90.0 | False | None | None | False | None | False | 9000.0 | 0 | 4001509 | 154834 | None | S.R. Ele 2021-22 Chpt -3, It No.3.3.1 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.1-3 Way | Each | 91.0 | 91.0 | 9.0 | False | None | None | False | None | False | 819.0 | 0 | 4001510 | 154834 | None | S.R. Ele 2021-22 Chptr -3, It No.3.3.2 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.4-5 Way | Each | 122.0 | 122.0 | 9.0 | False | None | None | False | None | False | 1098.0 | 0 | 4001511 | 154834 | None | S.R. Ele 2021-22 Chptr - 3, It No.3.3.4 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.8 Way | Each | 195.0 | 195.0 | 7.0 | False | None | None | False | None | False | 1365.0 | 0 | 4001512 | 154834 | None | S.R. Ele 2021-22 Chptr-3, It No.3.5.1 | 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.1 to 3 Module | Each | 152.0 | 152.0 | 9.0 | False | None | None | False | None | False | 1368.0 | 0 | 4001513 | 154834 | None | S.R. Ele 2021-22 Chptr-3, It No.3.5.2 | 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.4 Module | Each | 175.0 | 175.0 | 8.0 | False | None | None | False | None | False | 1400.0 | 0 | 4001514 | 154834 | None | S.R. Ele 2021-22 Chptr - 3, It No.3.5.4 | 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.8 Module | Each | 302.0 | 302.0 | 7.0 | False | None | None | False | None | False | 2114.0 | 0 | 4001515 | 154834 | None | S.R. Ele 2021-22 Chptr -3, It No.3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A One Way Switch | Each | 88.0 | 88.0 | 15.0 | False | None | None | False | None | False | 1320.0 | 0 | 4001516 | 154834 | None | S.R. Ele 2021-22 Chptr - 3, It No.3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A Two Way Switch | Each | 152.0 | 152.0 | 7.0 | False | None | None | False | None | False | 1064.0 | 0 | 4001517 | 154834 | None | S.R. Elec 2021-22 Chptr-3, It No.3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A Three Way socket | Each | 162.0 | 162.0 | 7.0 | False | None | None | False | None | False | 1134.0 | 0 | 4001518 | 154834 | None | S.R. Ele 2021-22 Chptr - 3, It No.3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.32A DP Switch | Each | 375.0 | 375.0 | 7.0 | False | None | None | False | None | False | 2625.0 | 0 | 4001519 | 154834 | None | S.R. Ele 2021-22 Chptr-3, It No.3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6/16A Universal Socket | Each | 249.0 | 249.0 | 7.0 | False | None | None | False | None | False | 1743.0 | 0 | 4001520 | 154834 | None | S.R. Ele 2021-22 Chpt -2, It No.2.1.1 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3 Mtr from tapping point to outlet via switch. | Nos | 276.0 | 276.0 | 7.0 | False | None | None | False | None | False | 1932.0 | 0 | 4001521 | 154834 | None | S.R. Ele 2021-22 Chptr-2, It No.2.1.2 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to outlet via switch. | Nos | 386.0 | 386.0 | 16.0 | False | None | None | False | None | False | 6176.0 | 0 | 4001522 | 154834 | None | S.R. Ele 2021-22 Chptr-2, It No.2.1.3 | Point Wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100V grade, COPPER conductor flexible multi strand FRLS PVC insulated to 2X1.5 Sqmm cabale confirming to the GTP with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr up to 10Mtr from tapping point to outlet via switch. | Nos | 567.0 | 567.0 | 6.0 | False | None | None | False | None | False | 3402.0 | 0 | 4001523 | 154834 | None | S.R. Ele 2021-22 Chptr-3, It No.3.1.2 | Supplying 6A flush type socket and 6Amps flush type SP switch either surface / flush mounting in existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required. as per IS 1293 and IS 3654 6 Amps 3/5 way | Each | 143.0 | 143.0 | 11.0 | False | None | None | False | None | False | 1573.0 | 0 | 4001524 | 154834 | None | S.R. Ele 2021-22 Chpt -2, It No.2.3.1 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP 1 mm2 | m | 18.0 | 18.0 | 34.0 | False | None | None | False | None | False | 612.0 | 0 | 4001525 | 154834 | None | S.R. Ele 2021-22 Chptr-2, It No.2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP 1.5 mm2 | m | 26.0 | 26.0 | 50.0 | False | None | None | False | None | False | 1300.0 | 0 | 4001526 | 154834 | None | S.R. Ele 2021-22 Chptr-2, It No.2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP 2.5 mm2 | m | 40.0 | 40.0 | 42.0 | False | None | None | False | None | False | 1680.0 | 0 | 4001527 | 154834 | None | S.R. Ele 2021-22 Chptr -2, It No.2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP 4 mm2 | m | 59.0 | 59.0 | 38.0 | False | None | None | False | None | False | 2242.0 | 0 | 4001528 | 154834 | None | S.R. Ele2021-22 Chptr - 11, It No.11.3.2 | Supplying of .4'.feet -PVC Batten with integrated LED tube 20/22 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor greater than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' 20/22 W | Each | 740.0 | 740.0 | 8.0 | False | None | None | False | None | False | 5920.0 | 0 | 4001529 | 154834 | None | S.R. Ele 2021-22 Chptr-13, It No.13.7.1 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA.On wall/ ceiling / Rafter / Girders | Each | 119.0 | 119.0 | 7.0 | False | None | None | False | None | False | 833.0 | 0 | 4001530 | 154834 | None | S.R. Ele 2021-22 Chptr-5, It No.5.7.3 | Supplying & fixing of porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc., complete. 63 Amps | Each | 372.0 | 372.0 | 7.0 | False | None | None | False | None | False | 2604.0 | 0 | 4001531 | 154834 | None | S.R. Ele 2021-22 Chptr-5, It No.5.17.4 | 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 60898.6 - 32 Amps DP | Each | 1103.0 | 1103.0 | 6.0 | False | None | None | False | None | False | 6618.0 | 0 | 4001532 | 154834 | None | S.R. Ele 2021-22 Chptr-5, It No.5.18.10 | Supplying and fixing regular MCB distribution boards on wall/ood 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.16 Way SP & N | Each | 2650.0 | 2650.0 | 4.0 | False | None | None | False | None | False | 10600.0 | 0 | 4001533 | 154834 | None | S.R. Ele 2021-22 Chptr-5, It No.5.20.1 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 16 - 25 Amps 2 Pole | Each | 2536.0 | 2536.0 | 7.0 | False | None | None | False | None | False | 17752.0 | 0 | 4001534 | 154834 | None | S.R. Ele 2021-22 Chptr-5, It No.5.42.2 | Fabricating supplying and mounting MS box made out 16 SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.16 SWG (Box 50 cm X 60 cm X 30 cm) | Sq CM | 0.38 | 0.38 | 10000.0 | False | None | None | False | None | False | 3800.0 | 0 | 4001535 | 154834 | None | S.R. Ele 2021-22 Chptr -11, It No.11.11.5 | Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per W, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PFgreater than 0.95, power loss should less than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.12W, 6500K | Each | 237.0 | 237.0 | 10.0 | False | None | None | False | None | False | 2370.0 | 0 | 4001536 | 154834 | None | BESCOM Ele 2021-22, It No. 32.04 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) | Km | 114683.0 | 114683.0 | 0.1 | False | None | None | False | None | False | 11468.3 | 0 | 4001537 | 154834 | None | BESCOM Ele 2021-22, It No. 54.01 | Grounding Material Pipe Grounding GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete | No | 770.0 | 770.0 | 3.0 | False | None | None | False | None | False | 2310.0 | 0 | 4001538 | 154834 | None | BESCOM Ele 2021-22, It No. 54.02 | Grounding Material Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each | No | 660.0 | 660.0 | 3.0 | False | None | None | False | None | False | 1980.0 | 0 | 4001539 | 154834 | None | BESCOM Ele 2021-22, It No. 54.03 | Grounding Material Good Quality Salt for grounding purposes packed in 50
Kg gunny bag | Bag | 303.0 | 303.0 | 3.0 | False | None | None | False | None | False | 909.0 | 0 | 4001540 | 154834 | None | BESCOM Ele 2021-22, It No. 56.05 | LT Single Phase 5-30 Amps, DLMS Complaint Static Energy Meter, 1.0 Accuracy Class (Used for LT-2, LT-3 & LT-5 Installations) | No | 934.0 | 934.0 | 3.0 | False | None | None | False | None | False | 2802.0 | 0 | 4001541 | 154834 | None | SR-2021-22 Vol.2 -Pg No.163 It No. 19.7.3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.: In cement mortar | Cum | 812.67 | 812.67 | 46.57 | False | None | None | False | None | False | 37846.0419 | 0 | 4001542 | 154834 | None | SR-2021-22 -Vol.2-Pg No. 166-It No. 19.30 | Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Sqm | 112.27 | 112.27 | 164.5 | False | None | None | False | None | False | 18468.415 | 0 | 4001543 | 154834 | None | SR-2021-22 Vol.2-Page No.164-It No. 19.12.2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineerin-charge. | Sqm | 207.03 | 207.03 | 28.79 | False | None | None | False | None | False | 5960.3937 | 0 | 4001544 | 154834 | None | SR-2021-22-Vol.1-Pg No.16 It No. 2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 | Cum | 9220.56 | 9220.56 | 2.95 | False | None | None | False | None | False | 27200.652 | 0 | 4001545 | 154834 | None | SR-2021-22 Vol.1 Pg No.16 It No. 2.5.1 | 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 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)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9232.81 | 9232.81 | 0.2 | False | None | None | False | None | False | 1846.562 | 0 | 4001546 | 154834 | None | SR-2021-22 Vol.2-Pg No.17 It No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1231.88 | 1231.88 | 102.34 | False | None | None | False | None | False | 126070.5992 | 0 | 4001547 | 154834 | None | SR-2021-22-Vol.2-Pg No.17 - It No. 6.33 | 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. | Sqm | 1092.83 | 1092.83 | 15.87 | False | None | None | False | None | False | 17343.2121 | 0 | 4001548 | 154834 | None | SR-2021-22 Vol.2 -Pg No.42-It No. 8.9 | 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) and
a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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. | Sqm | 331.66 | 331.66 | 161.04 | False | None | None | False | None | False | 53410.5264 | 0 | 4001549 | 154834 | None | SR-2021-22 Vol.2 Pg No.41 -It No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 203.94 | 203.94 | 226.69 | False | None | None | False | None | False | 46231.1586 | 0 | 4001550 | 154834 | None | SR-2021-22-Vol.2-Pg No.60-It No. 9.12.2 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | Sqm | 1119.61 | 1119.61 | 62.69 | False | None | None | False | None | False | 70188.3509 | 0 | 4001551 | 154834 | None | SR-2021-22 Vol.2 Pg No.59-It No. 9.7.1 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of ap proved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile | Sqm | 1084.59 | 1084.59 | 1.63 | False | None | None | False | None | False | 1767.8817 | 0 | 4001552 | 154834 | None | SR-2021-22 Vol.2-Pg No.46- It No. 8.30 | 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 | Sqm | 140.08 | 140.08 | 161.04 | False | None | None | False | None | False | 22558.4832 | 0 | 4001553 | 154834 | None | SR-2021-22 -Vol.2 Pg No.85-It No. 11.34A | 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 | Kgs | 134.93 | 134.93 | 89.1 | False | None | None | False | None | False | 12022.263 | 0 | 4001554 | 154834 | None | SR-2021-22 Vol.2-1st Addenda- It No.12.96 | Providing & fixing Factory made 100% carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 30mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges. | Sqm | 3582.34 | 3582.34 | 4.62 | False | None | None | False | None | False | 16550.4108 | 0 | 4001555 | 154834 | None | SR-2021-22-Vol.2 Pg no 133-It No.15.1 | 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. | Sqm | 767.35 | 767.35 | 68.0 | False | None | None | False | None | False | 52179.8 | 0 | 4001556 | 154834 | None | SR-2021-22-Vol.2-1st Addenda-It No.12.93 | Providing & fixing Factory made single extruded Wood Polymer Composite (WPC) solid door/window, clerestory windows & frames /chowkhat of frame size 65 x 100mm | Rmtr | 715.85 | 715.85 | 13.6 | False | None | None | False | None | False | 9735.56 | 0 | 4001557 | 154834 | None | SR-2021-22 Vol.2 -Pg No.110 It No.12.84 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 4237.42 | 4237.42 | 5.4 | False | None | None | False | None | False | 22882.068 | 0 | 4001558 | 154834 | None | S.R. Ele 2021-22 Chptr-6, It No.6.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model | Each | 2085.0 | 2085.0 | 6.0 | False | None | None | False | None | False | 12510.0 | 0 | 4001559 | 154834 | None | S.R. Ele 2021-22 Chptr-11, It No.11.11.4 | Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI greater than 70%. efficacy greater than 80 lumen per W, life greater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PFgreater than 0.95, power loss should lesser than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 160.0 | 160.0 | 8.0 | False | None | None | False | None | False | 1280.0 | 0 | 4001560 | 154834 | None | S.R. Ele 2021-22 Chptr-5 It No 5.44.1 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparentPolycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. 300 mm x 300 mm x 214 mm mm Out door Thermoplastic Modular Panel | Each | 4054.0 | 4054.0 | 2.0 | False | None | None | False | None | False | 8108.0 | 0 | 4001561 | 154834 | None | SR-2021-22 -Vol.2 -Pg No.14-It No. 6.13 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Sqm | 846.66 | 846.66 | 2.0 | False | None | None | False | None | False | 1693.32 | 0 | 4001562 | 154834 | None | PWD SR-2021-22 Vol. 1 Pg No. 16 It No. 2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 | Cum | 6147.04 | 6147.04 | 0.6 | False | None | None | False | None | False | 3688.224 | 0 | 4001563 | 154834 | None | SR-2021-22 Vol.1 Pg No.17 It No. 2.4.3 | 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 nominal size graded crushed coarse aggregates | Cum | 9257.64 | 9257.64 | 1.7 | False | None | None | False | None | False | 15737.988 | 0 |
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