| 2652966 | 82721 | None | It No.2.5 (ii) A PWD Vol-III 2021-22 Page No.7 | Clearing and grubbing road land including uprooting rank vegetation,grass bushes,shrubs,samplings and trees girth upto300mm, removal of stumps of trees cut earlier and disposal of unsreviceable materials and stacking of serviceable material to be used or auctioned,including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer-A In area of light jungle. ---- With all Lead and LIfts as per Engineer in Charege of the work. | ha | 158044.0 | 158044.0 | 0.26 | False | None | None | False | None | False | 41091.44 | 0 |
| 2652967 | 82721 | None | It No.1.12 PWD CSR Vol-I 2021-22 Page No.8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 65.0 | 65.0 | 2578.44 | False | None | None | False | None | False | 167598.6 | 0 |
| 2652968 | 82721 | None | It No.1.13 PWD CSR Vol-I 2021-22 Page No.8 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In Ordinary/Soft rock upto 300 mm depth ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 327.0 | 327.0 | 1105.04 | False | None | None | False | None | False | 361348.08 | 0 |
| 2652969 | 82721 | None | It No.1.14 PWD CSR Vol-I 2021-22 Page No.8 | 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 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 73.0 | 73.0 | 378.34 | False | None | None | False | None | False | 27618.82 | 0 |
| 2652970 | 82721 | None | It No.1.15.2 PWD CSR Vol-I 2021-22 Page No.9 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, 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 radious of 50 m and lift upto 1.5m including cost of labour,tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting-Depth exceeding1.5m, but not exceeding 3m ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 320.0 | 320.0 | 378.34 | False | None | None | False | None | False | 121068.8 | 0 |
| 2652971 | 82721 | None | It No.1.16.2 PWD CSR Vol-I 2021-22 Page No.9 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, 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 radious of 50 m and lift upto 1.5m including cost of labour,tools, usage of machinery & other appurtenaces required to complete the work. In Hard Rock (Requiring blasting) Depth exceeding1.5m, but not exceeding3m. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 463.0 | 463.0 | 378.34 | False | None | None | False | None | False | 175171.42 | 0 |
| 2652972 | 82721 | None | It No.1.21.5 PWD CSR Vol-I 2021-22 Page No.11 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Hard rock (blasting prohibited) Depth upto 1.50 m ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 772.0 | 772.0 | 378.34 | False | None | None | False | None | False | 292078.48 | 0 |
| 2652973 | 82721 | None | It No.1.9 PWD CSR Vol-I 2021-22 | Construction of Embankment with approved materials deposited at site
from roadway cutting and excavation from drain and foundation of other
structures graded with desired compaction. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 113.0 | 113.0 | 2361.69 | False | None | None | False | None | False | 266870.97 | 0 |
| 2652974 | 82721 | None | It No 1.7 PWD CSR Vol-I 2021-22 Page No.7 | 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. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 402.0 | 402.0 | 430.78 | False | None | None | False | None | False | 173173.56 | 0 |
| 2652975 | 82721 | None | It No.4.1 PWD CSR Vol-II 2021-22 Page No.5 | Providing and injecting chemical emulsion for Pre -constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls trenches basement excavation top surfaces of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints,over the top surface of consolidated earth on which apron is tobe laid,sourrounding of pipes, and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @3.19I/m2 including cost of chemical, diluting in water to one percent concentration,labour,usage charges of machinery,complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 95.0 | 95.0 | 1948.33 | False | None | None | False | None | False | 185091.35 | 0 |
| 2652976 | 82721 | None | It No.2.1.2 PWD CSR Vol-I 2021-22 Page No.15 | Providing and laying in position 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 150mm 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) MIX1:4:8(M5) Using40mm nominal size graded crushed coarse aggregates ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 5206.0 | 5206.0 | 103.99 | False | None | None | False | None | False | 541371.94 | 0 |
| 2652977 | 82721 | None | It No.22 Sl. No.9 PWD Vol-II 2021-22 Page No.A7 | Centering for Bed Concrete - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Earth retaining structures: 8% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 416.48 | 416.48 | 103.99 | False | None | None | False | None | False | 43309.7552 | 0 |
| 2652978 | 82721 | None | It No.2.1.3 PWD CSR Vol-I 2021-22 Page No.15 | Providing and laying in position 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 150mm 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) MIX1:3:6(M10) Using40mm nominal size graded crushed coarse aggregates. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 5554.0 | 5554.0 | 131.57 | False | None | None | False | None | False | 730739.78 | 0 |
| 2652979 | 82721 | None | It No.2.1.4 PWD CSR Vol-I 2021-22 Page No.15 | Providing and laying in position 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 150mm 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) MIX1:3:6(M10) Using20 m nominal size graded crushed coarse aggregates. For coping & sills ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 5728.0 | 5728.0 | 10.01 | False | None | None | False | None | False | 57337.28 | 0 |
| 2652980 | 82721 | None | It No.2.2.2.1 PWD CSR Vol-I 2021-22 Page No.15 | 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 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 relevent 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 separatety) M25 Design Mix using 20mm nominal size graded coarse aggregates ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 5979.0 | 5979.0 | 429.96 | False | None | None | False | None | False | 2570730.84 | 0 |
| 2652981 | 82721 | None | It No.22 Sl. No.12 PWD Vol-II 2021-22 Page No.A7 A | Formwork, Centering& Scaffolding for Footing - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Foundation upto plinth a. Isolated: 8% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 478.32 | 478.32 | 429.96 | False | None | None | False | None | False | 205658.4672 | 0 |
| 2652982 | 82721 | None | It No.2.3.3 PWD CSR Vol-I 2021-22 Page No.16 | Providing and laying Reinforced cement concrete for all Basement & surface level works return walls ,reatining wall,sunken floors etc.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) M30Design Mix using 20mm nominal size graded coarse aggregates- for returnwall & Retaining wall ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6389.0 | 6389.0 | 44.36 | False | None | None | False | None | False | 283416.04 | 0 |
| 2652983 | 82721 | None | It No.22 Sl. No.9 PWD Vol-II 2021-22 Page No.A7 B | Centering for Retaining wall - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Earth retaining structures: 10% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 638.9 | 638.9 | 44.36 | False | None | None | False | None | False | 28341.604 | 0 |
| 2652984 | 82721 | None | It No.2.5.3 PWD CSR Vol-I 2021-22 Page No.17 | Providing and laying in position reinforced cement concrete for all Super structure of building,Road works, Water works, Irrigation works, & super structure works of bridges upto 3.50m 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 relevent 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 separatety) M30 Design Mix using 20mm nominal size graded coarse aggregates ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6697.0 | 6697.0 | 62.98 | False | None | None | False | None | False | 421777.06 | 0 |
| 2652985 | 82721 | None | It No.22 Sl. No.1a PWD Vol-II 2021-22 Page No.A7 C | Formwork, Centering& Scaffolding for Plinth beams - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Plinth beams of Building :50% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 3348.5 | 3348.5 | 62.98 | False | None | None | False | None | False | 210888.53 | 0 |
| 2652986 | 82721 | None | It No.2.5.3 PWD CSR Vol-I 2021-22 Page No.17 | Providing and laying in position reinforced cement concrete for all Super structure of building,Road works, Water works, Irrigation works, & super structure works of bridges upto 3.50m 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 relevent 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 separatety) M30Design Mix using 20mm nominal size graded coarse aggregates ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6697.0 | 6697.0 | 80.25 | False | None | None | False | None | False | 537434.25 | 0 |
| 2652987 | 82721 | None | It No.22 Sl. No.12 PWD Vol-II 2021-22 Page No.A7 D | Formwork, Centering& Scaffolding for Columns - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Columns & Piers of Building :70% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 4687.9 | 4687.9 | 80.25 | False | None | None | False | None | False | 376203.975 | 0 |
| 2652988 | 82721 | None | It No.2.5.3 PWD CSR Vol-I 2021-22 Page No.17 | Providing and laying in position reinforced cement concrete for all Super structure of building,Road works, Water works, Irrigation works, & super structure works of bridges upto 3.50m 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 relevent 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 separatety) M30Design Mix using 20mm nominal size graded coarse aggregates For Beams & Lintels ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6697.0 | 6697.0 | 109.56 | False | None | None | False | None | False | 733723.32 | 0 |
| 2652989 | 82721 | None | It No.22 Sl. No.12 PWD Vol-II 2021-22 Page No.A7 E | Formwork, Centering& Scaffolding for Beams &lintels staircases - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 4018.2 | 4018.2 | 109.56 | False | None | None | False | None | False | 440233.992 | 0 |
| 2652990 | 82721 | None | It No.2.5.3 PWD CSR Vol-I 2021-22 Page No.17 | Providing and laying in position reinforced cement concrete for all Super structure of building,Road works, Water works, Irrigation works, & super structure works of bridges upto 3.50m 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 relevent 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 separatety) M30Design Mix using 20mm nominal size graded coarse aggregates for Roof (Straight & Arched) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6697.0 | 6697.0 | 148.21 | False | None | None | False | None | False | 992562.37 | 0 |
| 2652991 | 82721 | None | It No.22 Sl. No.12 PWD Vol-II 2021-22 Page No.A7 F | Formwork, Centering& Scaffolding for roof slab of building - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Roof slab of Building :50% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 3348.5 | 3348.5 | 148.21 | False | None | None | False | None | False | 496281.185 | 0 |
| 2652992 | 82721 | None | It No.8.83 PWD CSR Vol-II 2021-22 Page No.55 | Providing Lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20cms c to c both horizontally and vertically fixed with chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials,labur providing and removing form work usage charges,curing, complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1175.0 | 1175.0 | 50.0 | False | None | None | False | None | False | 58750.0 | 0 |
| 2652993 | 82721 | None | It No.11.32 PWD CSR Vol-II 2021-22 Page No.84 | Providing Thermo-Mechanically Treated bars of grade Fe-500 D 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 materials,labour,usage charges complete as per specifications.(The laps and wastages shall not be measured separately) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 92.0 | 92.0 | 101239.2 | False | None | None | False | None | False | 9314006.4 | 0 |
| 2652994 | 82721 | None | It No.5.1.1 PWD CSR Vol-II 2021-22 Page No.9 | Providing Ranom rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12 (1cement:6 coarse sand:12 graded stone aggreg ate 20mm nominal size) upto plinth level. Cement mortar1:6(1cement:6 coarse sand) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 4750.0 | 4750.0 | 189.35 | False | None | None | False | None | False | 899412.5 | 0 |
| 2652995 | 82721 | None | It No.6.8 PWD CSR Vol-II 2021-22 Page No.14 | Providing Brickwork with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar1:6(1cement:6coarse sand) including cost of all materials,labour,scaffolding and usage charges of machinery & other incidental charges complete as per the directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6690.0 | 6690.0 | 13.23 | False | None | None | False | None | False | 88508.7 | 0 |
| 2652996 | 82721 | None | It No.6.32 PWD CSR Vol-II 2021-22 Page No.17 | Providing and constructing load bearing wall with Solid Concretenblocks of size 400x200x200mm having block density more than1800kg/m3 and minium compressive strength of 4.00 N/mm2 confirming to IS 2185(Part-I)-2005 and constructed with CM1:4 as per IS 2572:2005 including cost of all materials,labour scaffolding and curing ,usage charges of machinery etc complete as per specifications
Ground Floor-Solid Concretenblocks of size 400x200x200mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1196.0 | 1196.0 | 1110.78 | False | None | None | False | None | False | 1328492.88 | 0 |
| 2652997 | 82721 | None | It No.6.34 PWD CSR Vol-II 2021-22 Page No.17 | Providing and constructing load bearing wall with Solid Concretenblocks of size 400x100x200mm having block density more than1800kg/m3 and minium compressive strength of 4.00 N/mm2 confirming to IS 2185(Part-I)-2005 and constructed with CM1:4 as per IS 2572:2005 including cost of all materials,labour scaffolding and curing ,usage charges of machinery etc complete as per specifications ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 940.0 | 940.0 | 65.13 | False | None | None | False | None | False | 61222.2 | 0 |
| 2652998 | 82721 | None | It No.12.10 PWD CSR Vol-II 2021-22 Page No.99 | Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames,wrought,framed or assembled including making palster groves (excluding cost of cement concrete and sideclamps) but including cost of materials,labur usage charges complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 235649.0 | 235649.0 | 0.11 | False | None | None | False | None | False | 25921.39 | 0 |
| 2652999 | 82721 | None | It No.12.35 PWD CSR Vol-II 2021-22 Page No.103 | Providing and fixing in position Teak wood half panelled shutters at bottom and half glazed at top for door shutters with stiles and rails of 35mm.thick,75mm wide in two halves with panels of 25mm thick, 3mm thick reeded glass for top panels fixed with wooden beading including cost of materials,labour,usage charges complete as per specifications.(excluding cost of fixtures) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 8303.0 | 8303.0 | 4.9 | False | None | None | False | None | False | 40684.7 | 0 |
| 2653000 | 82721 | None | It No.12.94 PWD CSR Vol-II 2021-22 Page No.112 | Providing and fixing Factory made single extruded Wood polymer Composite (WPC) solid door/window, clerestory windows & frames/chowkhat of frame size 65x125mm for general ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 757.0 | 757.0 | 89.2 | False | None | None | False | None | False | 67524.4 | 0 |
| 2653001 | 82721 | None | It No.12.93 PWD CSR Vol-II 2021-22 Page No.112 | Providing and fixing Factory made single extruded Wood polymer Composite (WPC) solid door/window, clerestory windows & frames/chowkhat of frame size 65x100mm for toilets ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 695.0 | 695.0 | 87.7 | False | None | None | False | None | False | 60951.5 | 0 |
| 2653002 | 82721 | None | It No.12.57.5 PWD CSR Vol-II 2021-22 Page No.105 | Providing and fixing flush door shutters made out of solid core block board type. Well seasoned,chemically treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202(part-I)1991. from manufacturer vcomplete as mper specifications. -do- 35 mm thick one side teak and one side commercial ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3445.0 | 3445.0 | 41.16 | False | None | None | False | None | False | 141796.2 | 0 |
| 2653003 | 82721 | None | It No.12.96 PWD CSR Vol-II 2021-22 Page No.112 | Providing & fixing Factory made 100% carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 30mm thickness which is antitermite and having high water absorption property.The cost includes cost oooof materials,transportation,labour and fixing charges. for toilets ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3478.0 | 3478.0 | 25.48 | False | None | None | False | None | False | 88619.44 | 0 |
| 2653004 | 82721 | None | It No.11.5.1 PWD CSR Vol-II 2021-22 Page No.75 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete,including applying a priming coat of approved steel primer. Using M.S.. Angles 40x40x6mm for diagonal braces including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3660.0 | 3660.0 | 23.03 | False | None | None | False | None | False | 84289.8 | 0 |
| 2653005 | 82721 | None | It No.11.14.3.1 PWD CSR Vol-II 2021-22 Page No.80 | Providing and fixing pressed steel door frames confirming to IS:4351, manufactured from commercial mild steel sheet of 1.60mm thickness,including hinges,jamb, bead and if required angle threshold of mild steel angle of section50x25mm. or base ties of 1.60mm, pressed mild steel welded or rigildly fixed together by mechanical means, including M.S. pressed butt hinges 2.5mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surfaceas directed by Engineer-in-charge: Profile E fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 437.0 | 437.0 | 67.8 | False | None | None | False | None | False | 29628.6 | 0 |
| 2653006 | 82721 | None | It No.11.3 PWD CSR Vol-II 2021-22 Page No.75 | Providing and fixing in position collapsible steel shutters with vertical channells 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts,nuts, locking arrangement,stoppers, handles,including applying a priming coat of approved steel primer including cost of materials,labour,usage charges of machinery complete as per specifications and as per directions of the Engineer -in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 6563.0 | 6563.0 | 4.9 | False | None | None | False | None | False | 32158.7 | 0 |
| 2653007 | 82721 | None | It No.12.51 PWD CSR Vol-II 2021-22 Page No.105 | Fixing door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame,making good the damages to walls and floor as required and disposal of the debris,with lead upto 50 m. including cost of materials,labour charges,complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 1481.0 | 1481.0 | 1.0 | False | None | None | False | None | False | 1481.0 | 0 |
| 2653008 | 82721 | None | It No.11.35.2.3PWD CSR Vol-II 2021-22 Page No.87 | Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make confirming to IS:733 and IS:1285,fixing with dash fasteners of required dia and size,including necessary filling up the gapsat junctions,i.e.at top,bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth,rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling,C.P. brass/stainless screws,all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,panelling and dash fasteners to be paid for separately): For shutters of doors,windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required( Fittings shall be paid for separately) Polyester powder coated aluminium (minium thickness of polyester powder coating 50 micron) including cost of materials,labour,usage charges of machinery complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 463.0 | 463.0 | 952.47 | False | None | None | False | None | False | 440993.61 | 0 |
| 2653009 | 82721 | None | It No.11.37.3 PWD CSR Vol-II 2021-22 Page No.88 | Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge. (cost of aluminium snap beading shall be paid inbasic item) With float glass panels of 8mm thickness(weight not less than20kg/m2) including cost of materials, labour,usage charges of machinery complete as per specifications ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1226.0 | 1226.0 | 95.25 | False | None | None | False | None | False | 116776.5 | 0 |
| 2653010 | 82721 | None | It No.11.42.1 PWD CSR Vol-II 2021-22 Page No.90 | Filling the gap in between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and directions of Engineer-in-charge complete: Upto 5mm depth and 5mm width including cost of materials,labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 52.0 | 52.0 | 218.44 | False | None | None | False | None | False | 11358.88 | 0 |
| 2653011 | 82721 | None | It No.11.34B PWD CSR Vol-II 2021-22 Page No.85 | Providing and fixing M.S. grills of required pattern in frames of windows etc, with M.S. flats,square or roundbars etc, including priming coat with approved steel primer all complete. Fixed to openings/wooden frames with rawl plugs screws etc. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 145.0 | 145.0 | 3227.02 | False | None | None | False | None | False | 467917.9 | 0 |
| 2653012 | 82721 | None | It No.11.26.1 PWD CSR Vol-II 2021-22 Page No.82 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing,staircase railing and similar works,including applying priming coat of approved steel primer. M.S. tube including cost of materials,labour,usage charges of machinery complete as per specifications and as perdirections of the Engineer-in chage. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 111.0 | 111.0 | 840.0 | False | None | None | False | None | False | 93240.0 | 0 |
| 2653013 | 82721 | None | It No.11.28 PWD CSR Vol-II 2021-22 Page No.83 | Providing and fixing stainless steel (Grade304) railing made of Hollow tubes, channels,plates tec., 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 fasterners,stainless steel boltsetc., of required size, on 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 member 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 the directions ofthe Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 500.0 | 500.0 | 753.0 | False | None | None | False | None | False | 376500.0 | 0 |
| 2653014 | 82721 | None | It No.11.52 PWD CSR Vol-II 2021-22 Page No.93 | Provioding and fixing 12 mm thick frameless toughned glass door shutter of approved brand and munufacture,including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes et. For fixing required fittings,all complete as per direction of Enginer-in-charge(Door handle,lock and stopper etc.to be paid separately) including cost of materials,labour,usage charges of machinery complete as per specifications and as per directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3848.0 | 3848.0 | 4.9 | False | None | None | False | None | False | 18855.2 | 0 |
| 2653015 | 82721 | None | It No.11.38.2 PWD CSR Vol-II 2021-22 Page No.88 | Providing and fixing double action hydraulic floor spring of approved brand manufacture confirming to IS:6315, having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S.sheet outer box with side plate etc.complete as per the direction of Engineer-in-charge: With brass cover plate minimum1.25mm thickness including cost of materials,labour,usage charges of machinery complete as per specification ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 2236.0 | 2236.0 | 2.0 | False | None | None | False | None | False | 4472.0 | 0 |
| 2653016 | 82721 | None | It No.11.45.4 PWD CSR Vol-II 2021-22 Page No.91 | Providing and fixing stainless steel (S304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer -in-charge complete:355x19mm including cost of materials,labour, usage charges of machinery complete as per directions and as per directions of the Engineer-in-chage. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 678.0 | 678.0 | 24.0 | False | None | None | False | None | False | 16272.0 | 0 |
| 2653017 | 82721 | None | It No.11.46.3 PWD CSR Vol-II 2021-22 Page No.92 | Providing and fixing aluminium tubular handle bar 32mm outer dia3.0mmthick &2100mm long with SS screws etc, complete as per ditection of Engineer-in-charge.: Polyster powder coated minimum thickness50 micron aluminium tubular handle bar including cost of materials,labour, usage charges of machinery complete asper specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 526.0 | 526.0 | 4.0 | False | None | None | False | None | False | 2104.0 | 0 |
| 2653018 | 82721 | None | It No.11.47 PWD CSR Vol-II 2021-22 Page No.92 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles(best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials,labour,usage charges of machinery complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 345.0 | 345.0 | 32.0 | False | None | None | False | None | False | 11040.0 | 0 |
| 2653019 | 82721 | None | It No.11.50.3 PWD CSR Vol-II 2021-22 Page No.93 | Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc, complete as per direction of Engineer-in-charge : Poeder coated minium thickness 50micron aluminium including cost of materials, labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 82.0 | 82.0 | 78.0 | False | None | None | False | None | False | 6396.0 | 0 |
| 2653020 | 82721 | None | It No.12.58 PWD CSR Vol-II 2021-22 Page No.107 | Providing and fixing bright finished hanging type floor door stopper with necessary screws,etc complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 109.0 | 109.0 | 39.0 | False | None | None | False | None | False | 4251.0 | 0 |
| 2653021 | 82721 | None | It No.12.59 PWD CSR Vol-II 2021-22 Page No.107 | Providing and fixing aluminium die cast body tubular type unuiversal hydraulic door closer(having brand logo with ISI:3564, embossed on the body.door weight upto 35kg and door width upto70mm), with necessary accessories and screws etc. complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 880.0 | 880.0 | 24.0 | False | None | None | False | None | False | 21120.0 | 0 |
| 2653022 | 82721 | None | It No.12.60 PWD CSR Vol-II 2021-22 Page No.107 | Providing and fixing chromium plated brass 10mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc..complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 832.0 | 832.0 | 1.0 | False | None | None | False | None | False | 832.0 | 0 |
| 2653023 | 82721 | None | It No.12.62 PWD CSR Vol-II 2021-22 Page No.107 | Providing and fixing chromium plated brass handles of 100/125mm with necessary screws etc. complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 175.0 | 175.0 | 44.0 | False | None | None | False | None | False | 7700.0 | 0 |
| 2653024 | 82721 | None | It No.12.63 PWD CSR Vol-II 2021-22 Page No.107 | Providing and fixing aluminium tower bolts,ISI marked,anodised (an-odic coating not less than grade AC as per IS:1868) transparent or dyed to required colour or shade,with necessary screws etc.complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 111.0 | 111.0 | 39.0 | False | None | None | False | None | False | 4329.0 | 0 |
| 2653025 | 82721 | None | It No.12.64 PWD CSR Vol-II 2021-22 Page No.107 | Providing and fixing PTMT door catcher of length72 mm and dia.of 42mm with suitable washer weighing not less than33 gms. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 47.0 | 47.0 | 43.0 | False | None | None | False | None | False | 2021.0 | 0 |
| 2653026 | 82721 | None | It No.12.74.1 PWD CSR Vol-II 2021-22 Page No.108 | Providing and fixing IS:12817 marked stainless steel butt hinges with stainless steel screws etc. complete.125x64x1.90mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 82.0 | 82.0 | 172.0 | False | None | None | False | None | False | 14104.0 | 0 |
| 2653027 | 82721 | None | It No.8.1.1 PWD CSR Vol-II 2021-22 Page No.41 | Providing 12mm cement plaster with cement mortar 1:4 (1cement:4fine sand) to brick masonry including rounding off coeners wherever required smooth rendering,providing and removing scaffolding, including cost of materials,labour,curing complete as per specifications and as per direction of Engineer-in-charge. (internal walls) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 213.0 | 213.0 | 2221.02 | False | None | None | False | None | False | 473077.26 | 0 |
| 2653028 | 82721 | None | It No.8.6.1 PWD CSR Vol-II 2021-22 Page No.42 | Providing 12mm cement plaster with cement mortar 1:3 (1cement:3fine sand) to brick masonry including rounding off coeners wherever required smooth rendering,providing and removing scaffolding, including cost of materials,labour,curing complete as per specifications and as per direction of Engineer-in-charge. (for ceiling) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 274.0 | 274.0 | 931.75 | False | None | None | False | None | False | 255299.5 | 0 |
| 2653029 | 82721 | None | It No.8.2.1 PWD CSR Vol-II 2021-22 Page No.41 | Providing 15mm cement plaster on the rough side single or half brick wall of 1:4(1cement:4finesand)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-chage. (for toilet walls) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 248.0 | 248.0 | 340.22 | False | None | None | False | None | False | 84374.56 | 0 |
| 2653030 | 82721 | None | It No.8.8 PWD CSR Vol-II 2021-22 | 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. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 307.0 | 307.0 | 971.44 | False | None | None | False | None | False | 298232.08 | 0 |
| 2653031 | 82721 | None | It No.8.51 PWD CSR Vol-II 2021-22 Page No.50 | Providing and applying cement based putty average thickness 1mm ,of approved brand and manufacturer,over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer -in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 83.0 | 83.0 | 3492.99 | False | None | None | False | None | False | 289918.17 | 0 |
| 2653032 | 82721 | None | It No.8.80 PWD CSR Vol-II 2021-22 Page No.54 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing in groove complete as per specifications and directions of the Engineer -in-charge: 20mmto 25mm wide to required depth ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 51.0 | 51.0 | 998.35 | False | None | None | False | None | False | 50915.85 | 0 |
| 2653033 | 82721 | None | It No.8.32 PWD CSR Vol-II 2021-22 Page No.46 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50gm/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 @1.43litre/10m2. Over and including priming coat of exterior primer applied @0.90litre/10m2 with paint 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 surfaces even sand paper smooth,cost of materials,labour complete as per specifications and as per directions of Engineer -in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 112.0 | 112.0 | 3492.99 | False | None | None | False | None | False | 391214.88 | 0 |
| 2653034 | 82721 | None | It No.8.29 PWD CSR Vol-II 2021-22 Page No.45 | Finishing wall with textured exterior paint of required shade: New work (Two coats applied @3.28ltr/10m2) t over and including priming coat of exterior primer applied @2.20kg/10m2 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, olabour complete as per specifications and as per directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 208.0 | 208.0 | 1071.44 | False | None | None | False | None | False | 222859.52 | 0 |
| 2653035 | 82721 | None | It No.8.41 PWD CSR Vol-II 2021-22 Page No.48 | 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,dustmortar drops and foreign matter inclluding preparing the surface even and sand paper smooth,cost of materials,labour complete as per specifications and as per directions of Engineer-in -charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 130.0 | 130.0 | 392.46 | False | None | None | False | None | False | 51019.8 | 0 |
| 2653036 | 82721 | None | It No.8.34.1 PWD CSR Vol-II 2021-22 Page No.47 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thoroughly cleaning oil.grease, dirt, foreign matter,cost of materials,labour complete as per specifications and as per directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 41.0 | 41.0 | 156.99 | False | None | None | False | None | False | 6436.59 | 0 |
| 2653037 | 82721 | None | It No.8.46 PWD CSR Vol-II 2021-22 Page No.49 | French spirit polishing: Two coats on new works including a coat of wood filler to give an even surface including preparing the surface after thoroughly cleaning oil. grease,dirt,and foreign matter, cost of materials,labour complete as per specifications and as per directions of Engineer -in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 231.0 | 231.0 | 12.0 | False | None | None | False | None | False | 2772.0 | 0 |
| 2653038 | 82721 | None | It No.10.15.1 PWD CSR Vol-II 2021-22 Page No.71 | Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls &columns/beams with necessary aluminium frame works at required lavel made out of50x25x4mm C section or equivalent. The panel should consist of 3mm thick non- halogenated FR grade mineral based polymer (2hrs fire resistance as perASTM E119-12 and clause B, S1,do as perENT 13501-1sandwiched between 0.50 skins thick aluminium sheetmaking a total panel thickness of 4mm. The surfaces will be finishedwith PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets,aluminium Lcleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories, sealing shall be done with necessary rodsete, complete. For Straight Portion ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3939.0 | 3939.0 | 37.41 | False | None | None | False | None | False | 147357.99 | 0 |
| 2653039 | 82721 | None | It No.8.82 PWD CSR Vol-II 2021-22 Page No.49 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 593.0 | 593.0 | 117.01 | False | None | None | False | None | False | 69386.93 | 0 |
| 2653040 | 82721 | None | It No.9.1 PWD CSR Vol-II 2021-22 Page No.59 | Providind and laying cement concrete flooring 40mm thick with 20mm nominal size stone aggregates using 1:2:4 (1cement:2coarse sand:4graded stone aggregate)finished with a floating coat of neat cement.including cement slurry complete. for toilets screed concrete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 400.0 | 400.0 | 60.76 | False | None | None | False | None | False | 24304.0 | 0 |
| 2653041 | 82721 | None | It No.9.12.2 PWD CSR Vol-II 2021-22 Page No.62 | Providing and laying vitrified floor tiles in different sizes (Thickness to be specified by maufacturer) with water absorption less than.08% and confirming to IS:15622, of approved make, in all colurs and shades,laid on 20mm thick cement mortar 1:4 (1cement:4 ncoarse sand))jiunting with grey cement slurry @3.3kg/m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1087.0 | 1087.0 | 447.99 | False | None | None | False | None | False | 486965.13 | 0 |
| 2653042 | 82721 | None | It No.9.23 PWD CSR Vol-II 2021-22 Page No.63 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
** Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye,
River Pink or equivalent. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1888.0 | 1888.0 | 278.95 | False | None | None | False | None | False | 526657.6 | 0 |
| 2653043 | 82721 | None | It No.9.31 PWD CSR Vol-II 2021-22 Page No.64 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers,using cement and course sand for manufacture of blocks of approved size,shape and colour with a minium compressive strength of 281 kg per m2 over 50mm thick sand bed (average thickness)and compacting with plate vibrator having3 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 of machinery complete as per specifications. for entrance porch area ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1087.0 | 1087.0 | 156.0 | False | None | None | False | None | False | 169572.0 | 0 |
| 2653044 | 82721 | None | It No.9.39 PWD CSR Vol-II 2021-22 Page No.65 | Providing skirting,dadooing,rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with whitecement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,complete as per specifications. for toilet walls ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1037.0 | 1037.0 | 192.36 | False | None | None | False | None | False | 199477.32 | 0 |
| 2653045 | 82721 | None | It No.10.1.1 PWD CSR Vol-II 2021-22 Page No.69 | Providing and fixing 18mm thick gang saw cut granite of any color and shade,mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills facias and similar locations of required size,approved shade, colour and texture laid over 20mm thick base cement mortar 1:4(1cement:4coarse sand),jointstrated with white cement,mixed wth matching pigment,epoxy touch up,including rubbing,curing moulding and polishing to edges to give high gloss finish etc, complete at all levels. Area of the slab=0.50m2 for window sills & lift facia ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3444.0 | 3444.0 | 64.84 | False | None | None | False | None | False | 223308.96 | 0 |
| 2653046 | 82721 | None | It No.15.2 PWD CSR Vol-II 2021-22 Page No.133 | Providing and applying PU based Elastomeric Liquid Applied PU Waterproofing Membrance single component,cold applied ,water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/chajjas Sunken portion of WC:Bathroom applied @1.2L/per m2,having tensile strength greater than 60% in2 coats including surface preparation,priming the surface with water based acrylic primer @0.1L/m2, spreading 60gsm geotextile between two coats completely as per specification, The finished cost to include surface preparation,making coving at Junction,Bore Packing, treatment of construction joints completely as perspecification & with a 10 years warranty on product & work from certified manufacturers as per direction of the Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 745.0 | 745.0 | 60.76 | False | None | None | False | None | False | 45266.2 | 0 |
| 2653047 | 82721 | None | It No.8.12 PWD CSR Vol-II 2021-22 Page No.43 | Extra for providing and mixing waterproofing 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 Engineer-in -charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 51.0 | 51.0 | 2.916 | False | None | None | False | None | False | 148.716 | 0 |
| 2653048 | 82721 | None | It No.18.1 PWD CSR Vol-II 2021-22 Page No.157 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved drawings of Chief Architect, GoK. The aluminium quality shall be as per grade 6063 T5 ot T6 as per BS 147,including super durable powder coating of 60-80 microns confirming to AAMA2604 of required colour and shade as approved by the Engineer-in-charge.(The items includes cost of material such ascleats, sleeves,screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account) The weight of aluminium extrudes section shall be taken for purpose of payment ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 272.0 | 272.0 | 1222.2 | False | None | None | False | None | False | 332438.4 | 0 |
| 2653049 | 82721 | None | It No.18.6 PWD CSR Vol-II 2021-22 Page No.160 | Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 , shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1731.0 | 1731.0 | 63.1 | False | None | None | False | None | False | 109226.1 | 0 |
| 2653050 | 82721 | None | It No.11.16.2PWD CSR Vol-II 2021-22 Page No.81 | Providing and fixing Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel
primer, including welding and bolted with special shaped washers etc.
complete. Hot finished seamless type tubes including cost of materials,
labour, usage charges of machinery complete as per specifications and
as per directions of the Engineer-in-Charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 136.0 | 136.0 | 2418.0 | False | None | None | False | None | False | 328848.0 | 0 |
| 2653051 | 82721 | None | It No.2.5.3 CSR Vol-I 2021-22 First Floor | Providing and laying in position reinforced cement concrete for all Super structure of building,Road works, Water works, Irrigation works, & super structure works of bridges upto 3.50m 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 relevent 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 separatety) M30 Design Mix using 20mm nominal size graded coarse aggregates ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6763.97 | 6763.97 | 18.72 | False | None | None | False | None | False | 126621.5184 | 0 |
| 2653052 | 82721 | None | It No.22 Sl. No.12CSR Vol-II 2021-22 First Floor | Formwork, Centering& Scaffolding for Columns - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Columns & Piers of Building :70% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 4734.78 | 4734.78 | 29.18 | False | None | None | False | None | False | 138160.8804 | 0 |
| 2653053 | 82721 | None | It No.2.5.3 PWD Vol-I 2021-22 First Floor | Providing and laying in position reinforced cement concrete for all Super structure of building,Road works, Water works, Irrigation works, & super structure works of bridges upto 3.50m 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 relevent 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 separatety) M30 Design Mix using 20mm nominal size graded coarse aggregates ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6763.97 | 6763.97 | 20.99 | False | None | None | False | None | False | 141975.7303 | 0 |
| 2653054 | 82721 | None | It No.22 Sl. No.12 CSR Vol-II 2021-22 First Floor | Formwork, Centering& Scaffolding for Beams &lintels staircases - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Beams & lintels of Building :60% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 4058.38 | 4058.38 | 20.99 | False | None | None | False | None | False | 85185.3962 | 0 |
| 2653055 | 82721 | None | It No.2.5.3 CSR Vol-I 2021-22 First Floor | Providing and laying in position reinforced cement concrete for all Super structure of building,Road works, Water works, Irrigation works, & super structure works of bridges upto 3.50m 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 relevent 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 separatety) M30Design Mix using 20mm nominal size graded coarse aggregates for Roof (Straight & Arched) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6763.97 | 6763.97 | 27.19 | False | None | None | False | None | False | 183912.3443 | 0 |
| 2653056 | 82721 | None | It No.22 SlNo.12 CSR Vol-II 2021-22 First Floor | Formwork, Centering& Scaffolding for roof slab of building - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Roof slab of Building :50% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 3381.99 | 3381.99 | 27.19 | False | None | None | False | None | False | 91956.3081 | 0 |
| 2653057 | 82721 | None | It No.2.1.4 CSR Vol-I 2021-22 First Floor | Providing and laying in position 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 150mm 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) MIX1:3:6(M10) Using20 m nominal size graded crushed coarse aggregates. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 5785.28 | 5785.28 | 20.46 | False | None | None | False | None | False | 118366.8288 | 0 |
| 2653058 | 82721 | None | It No.11.32 CSR Vol-II 2021-22 First Floor | 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 materials,labour,usage charges complete as per specifications.(The laps and wastages shall not be measured separately) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 92.92 | 92.92 | 15942.9 | False | None | None | False | None | False | 1481414.268 | 0 |
| 2653059 | 82721 | None | It No.6.32 CSR Vol-II 2021-22 First Floor | Providing and constructing load bearing wall with Solid Concretenblocks of size 400x200x200mm having block density more than1800kg/m3 and minium compressive strength of 4.00 N/mm2 confirming to IS 2185(Part-I)-2005 and constructed with CM1:4 as per IS 2572:2005 including cost of all materials,labour scaffolding and curing ,usage charges of machinery etc complete as per specifications ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1207.96 | 1207.96 | 499.2 | False | None | None | False | None | False | 603013.632 | 0 |
| 2653060 | 82721 | None | It No.12.94 CSR Vol-II 2021-22 First Floor | Providing and fixing Factory made single extruded Wood polymer Composite (WPC) solid door/window, clerestory windows & frames/chowkhat of frame size 65x125mm for toilets ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 764.57 | 764.57 | 35.7 | False | None | None | False | None | False | 27295.149 | 0 |
| 2653061 | 82721 | None | It No.12.57.5 CSR Vol-II 2021-22 First Floor | Providing and fixing flush door shutters made out of solid core block board type. Well seasoned,chemically treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202(part-I)1991. from manufacturer vcomplete as mper specifications. -do- 35 mm thick one side teak and one side commercial ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3479.45 | 3479.45 | 13.72 | False | None | None | False | None | False | 47738.054 | 0 |
| 2653062 | 82721 | None | It no.11.35.2.3 CSR Vol-II 2021-22 First Floor | Providing and fixing aluminium work for doors, windows,ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make confirming to IS:733 and IS:1285,fixing with dash fasteners of required dia and size,including necessary filling up the gapsat junctions,i.e.at top,bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth,rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling,C.P. brass/stainless screws,all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,panelling and dash fasteners to be paid for separately): For shutters of doors,windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required( Fittings shall be paid for separately) Polyester powder coated aluminium (minium thickness of polyester powder coating 50 micron) including cost of materials,labour,usage charges of machinery complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 467.63 | 467.63 | 403.2 | False | None | None | False | None | False | 188548.416 | 0 |
| 2653063 | 82721 | None | It No.11.37.3 CSR Vol-II 2021-22 First Floor | Providing and fixing glazing in aluminium door, window,ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge. (cost of aluminium snap beading shall be paid inbasic item) With float glass panels of 8mm thickness(weight not less than20kg/m2) including cost of materials, labour,usage charges of machinery complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1238.26 | 1238.26 | 37.38 | False | None | None | False | None | False | 46286.1588 | 0 |
| 2653064 | 82721 | None | It No.11.42.1 CSR Vol-II 2021-22 First Floor | Filling the gap in between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and directions of Engineer-in-charge complete: Upto 5mm depth and 5mm width including cost of materials,labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 52.52 | 52.52 | 108.4 | False | None | None | False | None | False | 5693.168 | 0 |
| 2653065 | 82721 | None | It No.11.34B CSR Vol-II 2021-22 First Floor | Providing and fixing M.S. grills of required pattern in frames of windows etc, with M.S. flats,square or roundbars etc, including priming coat with approved steel primer all complete. Fixed to openings/wooden frames with rawl plugs screws etc. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 146.45 | 146.45 | 846.72 | False | None | None | False | None | False | 124002.144 | 0 |
| 2653066 | 82721 | None | It No.11.45.4 CSR Vol-II 2021-22 First Floor | Providing and fixing stainless steel (SS grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer -in-charge complete:355x19mm including cost of materials,labour, usage charges of machinery complete as per directions and as per directions of the Engineer-in-chage. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 684.78 | 684.78 | 26.0 | False | None | None | False | None | False | 17804.28 | 0 |
| 2653067 | 82721 | None | It No.12.58 CSR Vol-II 2021-22 First Floor | Providing and fixing bright finished hanging type floor door stopper with necessary screws,etc complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 110.09 | 110.09 | 5.0 | False | None | None | False | None | False | 550.45 | 0 |
| 2653068 | 82721 | None | It No.12.60 CSR Vol-II 2021-22 First Floor | Providing and fixing chromium plated brass 10mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc..complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 840.32 | 840.32 | 5.0 | False | None | None | False | None | False | 4201.6 | 0 |
| 2653069 | 82721 | None | It No.12.62 CSR Vol-II 2021-22 First Floor | Providing and fixing chromium plated brass handles of 100/125mm with necessary screws etc. complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 176.75 | 176.75 | 10.0 | False | None | None | False | None | False | 1767.5 | 0 |
| 2653070 | 82721 | None | It No.12.63 CSR Vol-II 2021-22 First Floor | Providing and fixing aluminium tower bolts,ISI marked,anodised (an-odic coating not less than grade AC as per IS:1868) transparent or dyed to required colour or shade,with necessary screws etc.complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 112.11 | 112.11 | 5.0 | False | None | None | False | None | False | 560.55 | 0 |
| 2653071 | 82721 | None | It No.12.64 CSR Vol-II 2021-22 First Floor | Providing and fixing PTMT door catcher of length72 mm and dia.of 42mm with suitable washer weighing not less than33 gms. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 47.47 | 47.47 | 5.0 | False | None | None | False | None | False | 237.35 | 0 |
| 2653072 | 82721 | None | It No.12.74.1 CSR Vol-II 2021-22 First Floor | Providing and fixing IS:12817 marked stainless steel butt hinges with stainless steel screws etc. complete.125x64x1.90m ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 82.82 | 82.82 | 20.0 | False | None | None | False | None | False | 1656.4 | 0 |
| 2653073 | 82721 | None | It No.8.1.1 CSR Vol-II 2021-22 First Floor | Providing 12mm cement plaster with cement mortar 1:4 (1cement:4fine sand) to brick masonry including rounding off coeners wherever required smooth rendering,providing and removing scaffolding, including cost of materials,labour,curing complete as per specifications and as per direction of Engineer-in-charge. (internal walls) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 215.13 | 215.13 | 499.2 | False | None | None | False | None | False | 107392.896 | 0 |
| 2653074 | 82721 | None | It No.8.6.1 CSR Vol-II 2021-22 First Floor | Providing 12mm cement plaster with cement mortar 1:3 (1cement:3fine sand) to brick masonry including rounding off coeners wherever required smooth rendering,providing and removing scaffolding, including cost of materials,labour,curing complete as per specifications and as per direction of Engineer-in-charge. (for ceiling) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 276.74 | 276.74 | 181.2 | False | None | None | False | None | False | 50145.288 | 0 |
| 2653075 | 82721 | None | It No.8.8 CSR Vol-II 2021-22 First Floor | 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. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 310.07 | 310.07 | 1159.5 | False | None | None | False | None | False | 359526.165 | 0 |
| 2653076 | 82721 | None | It No.8.51 CSR Vol-II 2021-22 First Floor | Providing and applying cement based putty average thickness 1mm ,of approved brand and manufacturer,over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer -in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 83.83 | 83.83 | 680.4 | False | None | None | False | None | False | 57037.932 | 0 |
| 2653077 | 82721 | None | It No.8.32 CSR Vol-II 2021-22 First Floor | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50gm/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 @1.43litre/10m2. Over and including priming coat of exterior primer applied @0.90litre/10m2 with paint 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 surfaces even sand paper smooth,cost of materials,labour complete as per specifications and as per directions of Engineer -in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 113.12 | 113.12 | 680.4 | False | None | None | False | None | False | 76966.848 | 0 |
| 2653078 | 82721 | None | It No.8.29 CSR Vol-II 2021-22 First Floor | Finishing wall with textured exterior paint of required shade: New work (Two coats applied @3.28ltr/10m2) t over and including priming coat of exterior primer applied @2.20kg/10m2 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, olabour complete as per specifications and as per directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 210.08 | 210.08 | 1159.5 | False | None | None | False | None | False | 243587.76 | 0 |
| 2653079 | 82721 | None | It No.8.41 CSR Vol-II 2021-22 First Floor | 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,dustmortar drops and foreign matter inclluding preparing the surface even and sand paper smooth,cost of materials,labour complete as per specifications and as per directions of Engineer-in -charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 131.3 | 131.3 | 158.97 | False | None | None | False | None | False | 20872.761 | 0 |
| 2653080 | 82721 | None | It No.8.34.1 CSR Vol-II 2021-22 First Floor | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thoroughly cleaning oil.grease, dirt, foreign matter,cost of materials,labour complete as per specifications and as per directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 41.41 | 41.41 | 32.93 | False | None | None | False | None | False | 1363.6313 | 0 |
| 2653081 | 82721 | None | It No.8.82 CSR Vol-II 2021-22 First Floor | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 598.93 | 598.93 | 33.0 | False | None | None | False | None | False | 19764.69 | 0 |
| 2653082 | 82721 | None | It No.9.12.2 CSR Vol-II 2021-22 First Floor | Providing and laying vitrified floor tiles in different sizes (Thickness to be specified by maufacturer) with water absorption less than.08% and confirming to IS:15622, of approved make, in all colurs and shades,laid on 20mm thick cement mortar 1:4 (1cement:4 ncoarse sand))jiunting with grey cement slurry @3.3kg/m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1097.87 | 1097.87 | 81.92 | False | None | None | False | None | False | 89937.5104 | 0 |
| 2653083 | 82721 | None | It No.9.23 CSR Vol-II 2021-22 First Floor | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
** Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye,
River Pink or equivalent. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1906.88 | 1906.88 | 103.7 | False | None | None | False | None | False | 197743.456 | 0 |
| 2653084 | 82721 | None | It No.10.1.1 CSR Vol-II 2021-22 First Floor | Providing and fixing 18mm thick gang saw cut granite of any color and shade,mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills facias and similar locations of required size,approved shade, colour and texture laid over 20mm thick base cement mortar 1:4(1cement:4coarse sand),jointstrated with white cement,mixed wth matching pigment,epoxy touch up,including rubbing,curing moulding and polishing to edges to give high gloss finish etc, complete at all levels. Area of the slab=0.50m2 for window sills & lift facia ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 3478.44 | 3478.44 | 3.6 | False | None | None | False | None | False | 12522.384 | 0 |
| 2653085 | 82721 | None | It No.15.1 Vol-II 2021-22 First Floor | 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. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 745.0 | 745.0 | 747.64 | False | None | None | False | None | False | 556991.8 | 0 |
| 2653086 | 82721 | None | It No.11.16.2 CSR Vol-II 2021-22 First Floor | Providing and fixing Steel work in built up tubular (round,square or rectangular hollow tubes etc.) trusses etc., including cutting,hoisting, fixing in position and applyiung a priming coat of approved steel primer,including welding and bolted with special shaped washers etc.complete. Hot finished seamless type tubes including cost of materials, labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 137.36 | 137.36 | 1710.0 | False | None | None | False | None | False | 234885.6 | 0 |
| 2653087 | 82721 | None | It No.7.1.1 CSR Vol-II 2021-22 First Floor | Providing & fixing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks,bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I.Limpet washers filled with whitelead, including a coat of approved steel primer and two coats of approved paint on overlapping to sheets complete mas per design drawings (up to 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 as per the direction of Engineer-in-charge. 0.63mm thick with zinc coating not less than 275 g/ m2. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 802.95 | 802.95 | 96.41 | False | None | None | False | None | False | 77412.4095 | 0 |
| 2653088 | 82721 | None | It No.7.4.1 CSR Vol-II 2021-22 First Floor | Providing & fixing ridges of hips of width 60cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks,bolts and nuts 8mm dia G.I. Iimpet and bitumen washers complete as per design drawings. 0.63mm thiick with zinc coating not less than 275 g/m2. ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 551.46 | 551.46 | 14.9 | False | None | None | False | None | False | 8216.754 | 0 |
| 2653089 | 82721 | None | PHE It No.14.1.1 PWD CSR | 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 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4246.0 | 4246.0 | 2.0 | False | None | None | False | None | False | 8492.0 | 0 |
| 2653090 | 82721 | None | PHE It No.14.2.1 PWD CSR | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 fix tures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4026.0 | 4026.0 | 8.0 | False | None | None | False | None | False | 32208.0 | 0 |
| 2653091 | 82721 | None | PHE It No.14.5.1 PWD CSR | 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 :Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 6628.0 | 6628.0 | 8.0 | False | None | None | False | None | False | 53024.0 | 0 |
| 2653092 | 82721 | None | PHE It No.14.7.1 PWD CSR | 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 pair of 15 mm C.P. brass pillar taps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2529.0 | 2529.0 | 9.0 | False | None | None | False | None | False | 22761.0 | 0 |
| 2653093 | 82721 | None | PHE It No.13.2.1 PWD CSR | Providing and fixing in position brass bib cock of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 326.0 | 326.0 | 10.0 | False | None | None | False | None | False | 3260.0 | 0 |
| 2653094 | 82721 | None | PHE It No.13.2.2 PWD CSR | Providing and fixing in position brass bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 345.0 | 345.0 | 4.0 | False | None | None | False | None | False | 1380.0 | 0 |
| 2653095 | 82721 | None | PHE It No.13.3.2 PWD CSR | Providing and fixing in position brass stop cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 345.0 | 345.0 | 17.0 | False | None | None | False | None | False | 5865.0 | 0 |
| 2653096 | 82721 | None | PHE It No.13.4.4 PWD CSR | Providing and fixing in position brass gate valve of approved quality 40mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 834.0 | 834.0 | 7.0 | False | None | None | False | None | False | 5838.0 | 0 |
| 2653097 | 82721 | None | PHE It No.13.5.2 PWD CSR | Providing and fixing in position brass ball valve of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 360.0 | 360.0 | 8.0 | False | None | None | False | None | False | 2880.0 | 0 |
| 2653098 | 82721 | None | PHE It No.13.5.3 PWD CSR | Providing and fixing in position brass ball valve of approved quality 25mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 384.0 | 384.0 | 15.0 | False | None | None | False | None | False | 5760.0 | 0 |
| 2653099 | 82721 | None | PHE It No.13.7 PWD CSR | Providing and fixing in position nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. 25 mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos. | 493.0 | 493.0 | 2.0 | False | None | None | False | None | False | 986.0 | 0 |
| 2653100 | 82721 | None | PHE It No.13.8 PWD CSR | Providing and fixing in position nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.32 mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos. | 644.0 | 644.0 | 2.0 | False | None | None | False | None | False | 1288.0 | 0 |
| 2653101 | 82721 | None | PHE It No.13.9 PWD CSR | Providing and fixing in position nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.40mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos. | 765.0 | 765.0 | 4.0 | False | None | None | False | None | False | 3060.0 | 0 |
| 2653102 | 82721 | None | PHE It No.13.10 PWD CSR | Providing and fixing in position nominal bore gun metal non-return valve horizontal type of approved make including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.50mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos. | 1086.0 | 1086.0 | 5.0 | False | None | None | False | None | False | 5430.0 | 0 |
| 2653103 | 82721 | None | PHE It No.V010E PWD CSR | Providing and fixing of square mouth gully trap complete with CI grating brick masonry chamber 115 mm thick using table moulded bricks in CM 1:4 over a bed of 75 mm thick PCC 1:4:8, internal and external plastering in CM 1:4, 12 mm thick supply and fixing of 300 x 300 mm size CI frame and cover. (The weight of DI frame and cover should not be less than 7 kgs). The quoted rate should include for necessary excavation in all sorts of soil, returning, filling, ramming and connecting to chamber.The base & Side walls of the chamber to be water proofed with water proofing plaster etc., complete. 300 x 300mm P or S trap.(weight of frame and cover Heavy duty) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos. | 6500.0 | 6500.0 | 6.0 | False | None | None | False | None | False | 39000.0 | 0 |
| 2653104 | 82721 | None | PHE It No.M023A PWD CSR | 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 spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (Concealed work including cutting chases and good the walls etc.,) internal 15mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 206.0 | 206.0 | 26.1 | False | None | None | False | None | False | 5376.6 | 0 |
| 2653105 | 82721 | None | PHE It No.M023B PWD CSR | 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 spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (Concealed work including cutting chases and good the walls etc.,) internal 20mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 235.0 | 235.0 | 88.205 | False | None | None | False | None | False | 20728.175 | 0 |
| 2653106 | 82721 | None | PHE It No.M023C PWD CSR | 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 spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (Concealed work including cutting chases and good the walls etc.,) internal 25mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 293.0 | 293.0 | 158.22 | False | None | None | False | None | False | 46358.46 | 0 |
| 2653107 | 82721 | None | PHE It No.M024A PWD CSR | 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, this includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete. (External work) 15mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 126.0 | 126.0 | 8.0 | False | None | None | False | None | False | 1008.0 | 0 |
| 2653108 | 82721 | None | PHE It No.M024B PWD CSR | 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, this includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete. (External work) 20mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 146.0 | 146.0 | 10.0 | False | None | None | False | None | False | 1460.0 | 0 |
| 2653109 | 82721 | None | PHE It No.M024C PWD CSR | 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, this includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete. (External work) 25mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 179.0 | 179.0 | 44.34 | False | None | None | False | None | False | 7936.86 | 0 |
| 2653110 | 82721 | None | PHE It No.M024D PWD CSR | 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, this includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete. (External work) 32mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 226.0 | 226.0 | 17.13 | False | None | None | False | None | False | 3871.38 | 0 |
| 2653111 | 82721 | None | PHE It No.M024E PWD CSR | 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, this includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete. (External work) 40mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 292.0 | 292.0 | 80.73 | False | None | None | False | None | False | 23573.16 | 0 |
| 2653112 | 82721 | None | PHE It No.M024F PWD CSR | 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, this includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete. (External work) 50mm nominal OD pipes ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 432.0 | 432.0 | 120.0 | False | None | None | False | None | False | 51840.0 | 0 |
| 2653113 | 82721 | None | PHE It No.M036A PWD CSR | Providing and fixing unplasticised PVC connection pipe with brass union 20mm nominal bore length of PVC connection including cost of all materials ,labours and HOM of equipments with all leads complete as per specifications.300mm Length ---- With all Lead and LIfts as per Engineer in Charege of the work. | Set | 242.0 | 242.0 | 25.0 | False | None | None | False | None | False | 6050.0 | 0 |
| 2653114 | 82721 | None | PHE It No.M036B PWD CSR | Providing and fixing unplasticised PVC connection pipe with brass union 20mm nominal bore length of PVC connection including cost of all materials ,labours and HOM of equipments with all leads complete as per specifications.450mm Length ---- With all Lead and LIfts as per Engineer in Charege of the work. | Set | 246.0 | 246.0 | 30.0 | False | None | None | False | None | False | 7380.0 | 0 |
| 2653115 | 82721 | None | PHE It No. M01C PWD CSR | 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:50mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 96.0 | 96.0 | 52.0 | False | None | None | False | None | False | 4992.0 | 0 |
| 2653116 | 82721 | None | PHE It No. M01E PWD CSR | 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:75mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 210.0 | 210.0 | 84.99 | False | None | None | False | None | False | 17847.9 | 0 |
| 2653117 | 82721 | None | PHE It No. M01G PWD CSR | 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:110mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 394.0 | 394.0 | 94.95 | False | None | None | False | None | False | 37410.3 | 0 |
| 2653118 | 82721 | None | PHE It No. M01I PWD CSR | 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:160mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 599.0 | 599.0 | 326.0 | False | None | None | False | None | False | 195274.0 | 0 |
| 2653119 | 82721 | None | PHE It No. M045A PWD CSR | Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot).10cms x 7.5cms ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 250.0 | 250.0 | 8.0 | False | None | None | False | None | False | 2000.0 | 0 |
| 2653120 | 82721 | None | PHE It No.M045B PWD CSR | Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot).12.5cms x 7.5cms ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 285.0 | 285.0 | 13.0 | False | None | None | False | None | False | 3705.0 | 0 |
| 2653121 | 82721 | None | PHE It No.M050 PWD CSR | Providing and fixing 7.5 cms to 15.00 cms dia NP grating 100 / 125 mm dia. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 150.0 | 150.0 | 21.0 | False | None | None | False | None | False | 3150.0 | 0 |
| 2653122 | 82721 | None | PHE It No.TI30A PWD CSR | Constructing brick masonry chamber of internal dimension 600x450mm 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. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 4374.0 | 4374.0 | 14.0 | False | None | None | False | None | False | 61236.0 | 0 |
| 2653123 | 82721 | None | PHE It No.TI30B PWD CSR | 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.. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 4977.0 | 4977.0 | 14.0 | False | None | None | False | None | False | 69678.0 | 0 |
| 2653124 | 82721 | None | PHE It No.T300F PWD CSR | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks
of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with atestamendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall.The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 37067.0 | 37067.0 | 2.0 | False | None | None | False | None | False | 74134.0 | 0 |
| 2653125 | 82721 | None | PHE It No. P110A PWD CSR | PUMP ROOM TO OHT TRANSFER PUMPS Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP-300 LPM @ 26 m = 2 STG Outlet Dia - 2.50 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 25865.0 | 25865.0 | 2.0 | False | None | None | False | None | False | 51730.0 | 0 |
| 2653126 | 82721 | None | PHE It No.13.26 PWD CSR | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 g. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 82.0 | 82.0 | 9.0 | False | None | None | False | None | False | 738.0 | 0 |
| 2653127 | 82721 | None | PHE It No. 14.22A PWD CSR | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. For wash basin ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 957.0 | 957.0 | 9.0 | False | None | None | False | None | False | 8613.0 | 0 |
| 2653128 | 82721 | None | PHE It No. 14.35.1 PWD CSR | Providing and fixing toilet paper holder :C.P. brass ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 480.0 | 480.0 | 8.0 | False | None | None | False | None | False | 3840.0 | 0 |
| 2653129 | 82721 | None | PHE It No. 14.39 PWD CSR | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 134.0 | 134.0 | 3.0 | False | None | None | False | None | False | 402.0 | 0 |
| 2653130 | 82721 | None | PHE It No.13.28.1 PWD CSR | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.15 mm nominal bore, weighing not less than 32 g ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 59.0 | 59.0 | 4.0 | False | None | None | False | None | False | 236.0 | 0 |
| 2653131 | 82721 | None | PHE It No.13.28.2 PWD CSR | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.20 mm nominal bore, weighing not less than 40 g ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 90.0 | 90.0 | 4.0 | False | None | None | False | None | False | 360.0 | 0 |
| 2653132 | 82721 | None | PHE It No.13.28.3 PWD CSR | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 g ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 112.0 | 112.0 | 4.0 | False | None | None | False | None | False | 448.0 | 0 |
| 2653133 | 82721 | None | PHE It No.13.78 PWD CSR | Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Ltr | 8.5 | 8.5 | 10000.0 | False | None | None | False | None | False | 85000.0 | 0 |
| 2653134 | 82721 | None | PHE It No. 15.39 PWD CSR | FIRE FIGHTING SYSTEM
Providing 9 Ltr Water type Fire Extinugisher, Stored Pressure Type, Pressur Gauge,Gross Weight 15.1kg. empty weight 6.1kg Can Height 615MM, Diameter 175 MM,Discharge Time less than 120 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 6 Meters, applicable on Class A Fire, A Rating 3A, Can Construction; Deep drawn & CO, Mig welded, Valve Construction: Forging & Machining, Internal Coating of Can : Epoxy Powder coating,External Coating of Can : Epoxy Polyster Powder coating, Sheet metal thickness: 2.OM M, lS 15683 and CE Approved. Years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 6874.0 | 6874.0 | 4.0 | False | None | None | False | None | False | 27496.0 | 0 |
| 2653135 | 82721 | None | PHE It No. 15.4 PWD CSR | Providing 6kg Fir e Ex tinguisher Mono Ammonium Phos phate Powder 50, Stored Pressure Type, Pressure Gauge, Gross Weight 9.5 Kg, empty weight 3.5 Kg, Can Height 435MM, Diameter 160MM, Discharge Time less than 9 Sees, ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 5819.0 | 5819.0 | 32.0 | False | None | None | False | None | False | 186208.0 | 0 |
| 2653136 | 82721 | None | PHE It No. 1.14.1 PWD CSR Vol-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 ppurtenaces required to complete the work ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 73.0 | 73.0 | 326.0 | False | None | None | False | None | False | 23798.0 | 0 |
| 2653137 | 82721 | None | PHE It No. 1.10 PWD CSR Vol-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 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 122.0 | 122.0 | 326.0 | False | None | None | False | None | False | 39772.0 | 0 |
| 2653138 | 82721 | None | It No.1.12 CSR Vol-I 2021-22 Pg No.8 Septic tank | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 65.0 | 65.0 | 282.8 | False | None | None | False | None | False | 18382.0 | 0 |
| 2653139 | 82721 | None | It No.1.13 CSR Vol-I 2021-22 Pg No.8 Septic tank | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In Ordinary/Soft rock upto 300 mm depth ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 327.0 | 327.0 | 121.2 | False | None | None | False | None | False | 39632.4 | 0 |
| 2653140 | 82721 | None | It No.1.15.2 CSR Vol-I 2021-22 Pg No.9 Septic tank | Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, 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 radious of 50 m and lift upto 1.5m including cost of labour,tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting-Depth exceeding1.5m, but not exceeding 3m ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 320.0 | 320.0 | 25.92 | False | None | None | False | None | False | 8294.4 | 0 |
| 2653141 | 82721 | None | It No.1.16.2 CSR Vol-I 2021-22 Pg No.9 Septic tank | Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, 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 radious of 50 m and lift upto 1.5m including cost of labour,tools, usage of machinery & other appurtenaces required to complete the work. In Hard Rock (Requiring blasting) Depth upto3.0 Depth exceeding 1.5m, but not exceeding 3 m ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 463.0 | 463.0 | 12.96 | False | None | None | False | None | False | 6000.48 | 0 |
| 2653142 | 82721 | None | It No.1.21.5 CSR Vol-I 2021-22 Septic tank | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Hard rock (blasting prohibited) Depth upto 1.50 m ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 772.0 | 772.0 | 12.96 | False | None | None | False | None | False | 10005.12 | 0 |
| 2653143 | 82721 | None | It No.1.7 CSR Vol-I 2021-22 Septic tank | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 113.0 | 113.0 | 52.96 | False | None | None | False | None | False | 5984.48 | 0 |
| 2653144 | 82721 | None | It No.2.1.2 CSR Vol-I 2021-22 Pg No.15 Septic tank | Providing and laying in position 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 150mm 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) MIX1:4:8(M5) Using40mm nominal size graded crushed coarse aggregates. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 5206.0 | 5206.0 | 7.13 | False | None | None | False | None | False | 37118.78 | 0 |
| 2653145 | 82721 | None | It No.2.3.3 CSR Vol-I 2021-22 Pg No.16 Septic tank | Providing and laying Reinforced cement concrete for all Basement & surface level works return walls ,reatining wall,sunken floors etc.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) M30Design Mix using 20mm nominal size graded coarse aggregates- for returnwall s & R.C.C. wall ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6389.0 | 6389.0 | 28.29 | False | None | None | False | None | False | 180744.81 | 0 |
| 2653146 | 82721 | None | It No.22 Sl. No.9 CSR Vol-II 21-22 Septic tank | Centering for Retaining wall - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Earth retaining structures: 10% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 638.9 | 638.9 | 28.29 | False | None | None | False | None | False | 18074.481 | 0 |
| 2653147 | 82721 | None | It No.2.3.3 CSR Vol-I 2021-22 Pg No.16 Septic tank | Providing and laying Reinforced cement concrete for all Basement & surface level works return walls ,reatining wall,sunken floors etc.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) M30Design Mix using 20mm nominal size graded coarse aggregates- for slab ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6389.0 | 6389.0 | 8.89 | False | None | None | False | None | False | 56798.21 | 0 |
| 2653148 | 82721 | None | It No.22 Sl. No.12 CSR Vol-II 21-22 Septic tank | Formwork, Centering& Scaffolding for roof slab of building - Revision To 2021-22 Vol-I Common SR-Page No.115-116 W.E.F. 01-09-2022
Percentage on finished rate of concrete per Cum
Roof slab of Building :50% ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 3194.5 | 3194.5 | 8.89 | False | None | None | False | None | False | 28399.105 | 0 |
| 2653149 | 82721 | None | It No.5.1.1 CSR Vol-II 2021-22 Pg No.9 Septic tank | Providing Ranom rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12 (1cement:6 coarse sand:12 graded stone aggregate 20mm nominal size) upto plinth level. Cement mortar1:6(1cement:6 coarse sand) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 4750.0 | 4750.0 | 4.28 | False | None | None | False | None | False | 20330.0 | 0 |
| 2653150 | 82721 | None | It No.6.8 CSR Vol-II 2021-22 Pg No.14 Septic tank | Providing Brickwork with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar1:6(1cement:6coarse sand) including cost of all materials,labour,scaffolding and usage charges of machinery & other incidental charges complete as per the directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 6690.0 | 6690.0 | 8.98 | False | None | None | False | None | False | 60076.2 | 0 |
| 2653151 | 82721 | None | It No.8.8 CSR Vol-II 2021-22 Septic tank | 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. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 307.0 | 307.0 | 215.6 | False | None | None | False | None | False | 66189.2 | 0 |
| 2653152 | 82721 | None | It No.8.19.1 CSR Vol-II 21-22 Pg No.44 Septic tank | ProvidingFlush/Ruled pointing: Pointing on stone work with cement mortar(1cement:3fine sand) after raking joints to depth nicely lining,including cost of materials,labour,curing as per specifications and as per directions of Engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 199.0 | 199.0 | 32.3 | False | None | None | False | None | False | 6427.7 | 0 |
| 2653153 | 82721 | None | It No.11.32 CSR Vol-II 21-22 Pg No.84 Septic tank | 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 materials,labour,usage charges complete as per specifications.(The laps and wastages shall not be measured separately) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Kg | 92.0 | 92.0 | 4461.6 | False | None | None | False | None | False | 410467.2 | 0 |
| 2653154 | 82721 | None | It No.15.6 CSR Vol-II 21-22 Pg No.134 Septic tank | Providing and laying waterproofing treatment to Water tanks & Liquid Retaining structures with two component acrylic polyer modified cementitious waterproofing membrrane with minimum elongation of 50% applied @1.5kg/m2 for internal side waterprofing in two layers with waiting period of 4-6hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru,including surface preparation completely as per specifications & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer-ini-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 455.0 | 455.0 | 107.8 | False | None | None | False | None | False | 49049.0 | 0 |
| 2653155 | 82721 | None | It No.1.11 CSR Vol-I 2021-22 Pg No.7 Septic tank | Supplying and filling in plinth with sand under floors, foundation of Bridges including watering,ramming,consolidating and dressing complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 2177.0 | 2177.0 | 3.52 | False | None | None | False | None | False | 7663.04 | 0 |
| 2653156 | 82721 | None | Sl. No.9 CSR Vol-II 2021-22 Pg No.A-38 Septic tank | Aggregates -10mm dow size ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 1200.0 | 1200.0 | 3.52 | False | None | None | False | None | False | 4224.0 | 0 |
| 2653157 | 82721 | None | It No.17.14 CSR Vol-II 21-22 Pg No.153 Septic tank | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000mm using M20 concrete reinforced with TMT bars Fe500@6kg/m2,slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including oooooof labour,materials,scaffolding,usage of machinery,curing,lead and lift charges etc., Complete. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Sqm | 1114.0 | 1114.0 | 11.52 | False | None | None | False | None | False | 12833.28 | 0 |
| 2653158 | 82721 | None | SR18-19 Item Code 0054 | Brick Bats ---- With all Lead and LIfts as per Engineer in Charege of the work. | Cum | 650.0 | 650.0 | 3.52 | False | None | None | False | None | False | 2288.0 | 0 |
| 2653159 | 82721 | None | ELECTRICAL KSR 1.1.1 | Open Conduit System
Supplying heavy gauge PVC conduit pipe ....... dia mm ....... thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.19/20mm dia 2mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 68.0 | 68.0 | 120.0 | False | None | None | False | None | False | 8160.0 | 0 |
| 2653160 | 82721 | None | ELECTRICAL KSR 1.1.2 | Supplying heavy gauge PVC conduit pipe ....... dia mm ....... thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25mm dia 2mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 80.0 | 80.0 | 20.0 | False | None | None | False | None | False | 1600.0 | 0 |
| 2653161 | 82721 | None | ELECTRICAL KSR 1.2.1 | Concealed Conduit System
Supplying heavy gauge PVC conduit pipe mm........dia..........mm 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 pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary.19/20mm dia 2mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 61.0 | 61.0 | 800.0 | False | None | None | False | None | False | 48800.0 | 0 |
| 2653162 | 82721 | None | ELECTRICAL KSR 1.2.2 | Concealed Conduit System
Supplying heavy gauge PVC conduit pipe mm........dia..........mm 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 pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary.25mm dia 2mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 70.0 | 70.0 | 2500.0 | False | None | None | False | None | False | 175000.0 | 0 |
| 2653163 | 82721 | None | ELECTRICAL KSR 1.2.3 | Concealed Conduit System
Supplying heavy gauge PVC conduit pipe mm........dia..........mm 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 pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary.32mm dia 2.5mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 93.0 | 93.0 | 150.0 | False | None | None | False | None | False | 13950.0 | 0 |
| 2653164 | 82721 | None | ELECTRICAL KSR 1.2.4 | Concealed Conduit System
Supplying heavy gauge PVC conduit pipe mm........dia..........mm 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 pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary.40mm dia 2.5mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 106.0 | 106.0 | 50.0 | False | None | None | False | None | False | 5300.0 | 0 |
| 2653165 | 82721 | None | ELECTRICAL KSR 1.3.1 | Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20mm dia 2mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 75.0 | 75.0 | 600.0 | False | None | None | False | None | False | 45000.0 | 0 |
| 2653166 | 82721 | None | ELECTRICAL KSR 1.3.2 | Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25mm dia 2mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 80.0 | 80.0 | 345.0 | False | None | None | False | None | False | 27600.0 | 0 |
| 2653167 | 82721 | None | ELECTRICAL KSR 1.3.3 | Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.32mm dia 2.5mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 105.0 | 105.0 | 50.0 | False | None | None | False | None | False | 5250.0 | 0 |
| 2653168 | 82721 | None | ELECTRICAL KSR 1.3.4 | Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.40mm dia 2.5mm thick ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 119.0 | 119.0 | 60.0 | False | None | None | False | None | False | 7140.0 | 0 |
| 2653169 | 82721 | None | ELECTRICAL KSR 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box 19/20mm deep Junction box ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 49.0 | 49.0 | 230.0 | False | None | None | False | None | False | 11270.0 | 0 |
| 2653170 | 82721 | None | ELECTRICAL KSR 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box 25mm deep Junction box ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 51.0 | 51.0 | 90.0 | False | None | None | False | None | False | 4590.0 | 0 |
| 2653171 | 82721 | None | ELECTRICAL KSR 1.5.3 | Supplying and fixing PVC/metal conduit Deep junction box 32mm deep Junction box ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 69.0 | 69.0 | 10.0 | False | None | None | False | None | False | 690.0 | 0 |
| 2653172 | 82721 | None | ELECTRICAL KSR 1.7.1 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. upto 50mm conduit in brick wall ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 26.0 | 26.0 | 100.0 | False | None | None | False | None | False | 2600.0 | 0 |
| 2653173 | 82721 | None | ELECTRICAL KSR 1.7.2 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. upto 50mm conduit in CC floor ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 62.0 | 62.0 | 50.0 | False | None | None | False | None | False | 3100.0 | 0 |
| 2653174 | 82721 | None | ELECTRICAL KSR 1.9.1 | Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely 20mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 25.0 | 25.0 | 50.0 | False | None | None | False | None | False | 1250.0 | 0 |
| 2653175 | 82721 | None | ELECTRICAL KSR 1.9.2 | Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely 25mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 31.0 | 31.0 | 10.0 | False | None | None | False | None | False | 310.0 | 0 |
| 2653176 | 82721 | None | ELECTRICAL KSR 1.9.3 | Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely 32 mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 41.0 | 41.0 | 10.0 | False | None | None | False | None | False | 410.0 | 0 |
| 2653177 | 82721 | None | ELECTRICAL KSR 1.12 | Supplying And Fixing Metal Fan Box with Round Hook. ---- With all Lead and LIfts as per Engineer in Charege of the work. | No | 163.0 | 163.0 | 65.0 | False | None | None | False | None | False | 10595.0 | 0 |
| 2653178 | 82721 | None | ELECTRICAL KSR 2.1.1 | Point wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 3Mtr from tapping point to out let via switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 276.0 | 276.0 | 30.0 | False | None | None | False | None | False | 8280.0 | 0 |
| 2653179 | 82721 | None | ELECTRICAL KSR 2.1.2 | Point wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 out let via switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 386.0 | 386.0 | 30.0 | False | None | None | False | None | False | 11580.0 | 0 |
| 2653180 | 82721 | None | ELECTRICAL KSR 2.1.3 | Point wiring using Copper wire with switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 upto 10Mtr from tapping point to out let via switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 567.0 | 567.0 | 90.0 | False | None | None | False | None | False | 51030.0 | 0 |
| 2653181 | 82721 | None | ELECTRICAL KSR 2.2.1 | Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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 3Mtr from tapping point to out let via switch box ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 251.0 | 251.0 | 30.0 | False | None | None | False | None | False | 7530.0 | 0 |
| 2653182 | 82721 | None | ELECTRICAL KSR 2.2.2 | Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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 out let via switch box ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 361.0 | 361.0 | 30.0 | False | None | None | False | None | False | 10830.0 | 0 |
| 2653183 | 82721 | None | ELECTRICAL KSR 2.2.3 | Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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 6Mtr upto 10Mtr from tapping point to out let via switch box ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 542.0 | 542.0 | 90.0 | False | None | None | False | None | False | 48780.0 | 0 |
| 2653184 | 82721 | None | ELECTRICAL KSR 2.2.4 | Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. Two outlet in arow ,above 3mtr upto 6mtr from tapping point to outlet via switches ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 671.0 | 671.0 | 20.0 | False | None | None | False | None | False | 13420.0 | 0 |
| 2653185 | 82721 | None | ELECTRICAL KSR 2.2.5 | Point wiring using Copper wire without switch.
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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. Three outlet in arow ,above 6mtr upto 10mtr from tapping point to outlet via switches ---- With all Lead and LIfts as per Engineer in Charege of the work. | Point | 979.0 | 979.0 | 5.0 | False | None | None | False | None | False | 4895.0 | 0 |
| 2653186 | 82721 | None | ELECTRICAL KSR 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority. Additional Tests for FRLS-Applicable Standard .Oxygen Index -IS 694-1990, Clause 16.8 .Temperature Index -IS 694-1990, Clause 16.13 .Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 26.0 | 26.0 | 800.0 | False | None | None | False | None | False | 20800.0 | 0 |
| 2653187 | 82721 | None | ELECTRICAL KSR 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority. Additional Tests for FRLS-Applicable Standard .Oxygen Index -IS 694-1990, Clause 16.8 .Temperature Index -IS 694-1990, Clause 16.13 .Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 40.0 | 40.0 | 1500.0 | False | None | None | False | None | False | 60000.0 | 0 |
| 2653188 | 82721 | None | ELECTRICAL KSR 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4 sqmm The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority. Additional Tests for FRLS-Applicable Standard .Oxygen Index -IS 694-1990, Clause 16.8 .Temperature Index -IS 694-1990, Clause 16.13 .Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 59.0 | 59.0 | 750.0 | False | None | None | False | None | False | 44250.0 | 0 |
| 2653189 | 82721 | None | ELECTRICAL KSR 2.3.5 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 6 sqmm The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority. Additional Tests for FRLS-Applicable Standard .Oxygen Index -IS 694-1990, Clause 16.8 .Temperature Index -IS 694-1990, Clause 16.13 .Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 87.0 | 87.0 | 200.0 | False | None | None | False | None | False | 17400.0 | 0 |
| 2653190 | 82721 | None | ELECTRICAL KSR 2.3.6 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 10 sqmm The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority. Additional Tests for FRLS-Applicable Standard .Oxygen Index -IS 694-1990, Clause 16.8 .Temperature Index -IS 694-1990, Clause 16.13 .Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 157.0 | 157.0 | 200.0 | False | None | None | False | None | False | 31400.0 | 0 |
| 2653191 | 82721 | None | ELECTRICAL KSR 2.3.7 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 16 sqmm The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority. Additional Tests for FRLS-Applicable Standard .Oxygen Index -IS 694-1990, Clause 16.8 .Temperature Index -IS 694-1990, Clause 16.13 .Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 318.0 | 318.0 | 100.0 | False | None | None | False | None | False | 31800.0 | 0 |
| 2653192 | 82721 | None | ELECTRICAL KSR 2.5.2 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:2010 3C X 1.5Sq.mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 69.0 | 69.0 | 105.0 | False | None | None | False | None | False | 7245.0 | 0 |
| 2653193 | 82721 | None | ELECTRICAL KSR 2.5.8 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:2011 3C X 2.5Sq.mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 109.0 | 109.0 | 330.0 | False | None | None | False | None | False | 35970.0 | 0 |
| 2653194 | 82721 | None | ELECTRICAL KSR 2.5.15 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694:2012 3C X 4Sq.mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 119.0 | 119.0 | 25.0 | False | None | None | False | None | False | 2975.0 | 0 |
| 2653195 | 82721 | None | ELECTRICAL KSR 2.6.3 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to IS:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage
upto 1100Volts as per IS-694:2010 3C X 4.0Sq.mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 167.0 | 167.0 | 100.0 | False | None | None | False | None | False | 16700.0 | 0 |
| 2653196 | 82721 | None | ELECTRICAL KSR 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. 1-3Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 91.0 | 91.0 | 30.0 | False | None | None | False | None | False | 2730.0 | 0 |
| 2653197 | 82721 | None | ELECTRICAL KSR 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. 4-5Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 122.0 | 122.0 | 30.0 | False | None | None | False | None | False | 3660.0 | 0 |
| 2653198 | 82721 | None | ELECTRICAL KSR 3.3.3 | 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. 6 Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 149.0 | 149.0 | 20.0 | False | None | None | False | None | False | 2980.0 | 0 |
| 2653199 | 82721 | None | ELECTRICAL KSR 3.4.1 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 1-3Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 123.0 | 123.0 | 45.0 | False | None | None | False | None | False | 5535.0 | 0 |
| 2653200 | 82721 | None | ELECTRICAL KSR 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 4-5Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 138.0 | 138.0 | 30.0 | False | None | None | False | None | False | 4140.0 | 0 |
| 2653201 | 82721 | None | ELECTRICAL KSR 3.4.3 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 6 Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 212.0 | 212.0 | 30.0 | False | None | None | False | None | False | 6360.0 | 0 |
| 2653202 | 82721 | None | ELECTRICAL KSR 3.4.4 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 8 Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 250.0 | 250.0 | 20.0 | False | None | None | False | None | False | 5000.0 | 0 |
| 2653203 | 82721 | None | ELECTRICAL KSR 3.4.5 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 10-12 Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 325.0 | 325.0 | 24.0 | False | None | None | False | None | False | 7800.0 | 0 |
| 2653204 | 82721 | None | ELECTRICAL KSR 3.4.6 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 16-18 Way ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 354.0 | 354.0 | 2.0 | False | None | None | False | None | False | 708.0 | 0 |
| 2653205 | 82721 | None | ELECTRICAL KSR 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 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 152.0 | 152.0 | 75.0 | False | None | None | False | None | False | 11400.0 | 0 |
| 2653206 | 82721 | None | ELECTRICAL KSR 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 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 175.0 | 175.0 | 60.0 | False | None | None | False | None | False | 10500.0 | 0 |
| 2653207 | 82721 | None | ELECTRICAL KSR 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 Module ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 244.0 | 244.0 | 50.0 | False | None | None | False | None | False | 12200.0 | 0 |
| 2653208 | 82721 | None | ELECTRICAL KSR 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 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 302.0 | 302.0 | 20.0 | False | None | None | False | None | False | 6040.0 | 0 |
| 2653209 | 82721 | None | ELECTRICAL KSR 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 Module ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 363.0 | 363.0 | 24.0 | False | None | None | False | None | False | 8712.0 | 0 |
| 2653210 | 82721 | None | ELECTRICAL KSR 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 Module ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 403.0 | 403.0 | 2.0 | False | None | None | False | None | False | 806.0 | 0 |
| 2653211 | 82721 | None | ELECTRICAL KSR 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 Switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 88.0 | 88.0 | 220.0 | False | None | None | False | None | False | 19360.0 | 0 |
| 2653212 | 82721 | None | ELECTRICAL KSR 3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6 Amps 2 way Switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 152.0 | 152.0 | 6.0 | False | None | None | False | None | False | 912.0 | 0 |
| 2653213 | 82721 | None | ELECTRICAL KSR 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 162.0 | 162.0 | 50.0 | False | None | None | False | None | False | 8100.0 | 0 |
| 2653214 | 82721 | None | ELECTRICAL KSR 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator two Module. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 313.0 | 313.0 | 65.0 | False | None | None | False | None | False | 20345.0 | 0 |
| 2653215 | 82721 | None | ELECTRICAL KSR 3.6.8 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16Amps one way switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 249.0 | 249.0 | 20.0 | False | None | None | False | None | False | 4980.0 | 0 |
| 2653216 | 82721 | None | ELECTRICAL KSR 3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 249.0 | 249.0 | 20.0 | False | None | None | False | None | False | 4980.0 | 0 |
| 2653217 | 82721 | None | ELECTRICAL KSR 3.6.12 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone socket ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 147.0 | 147.0 | 6.0 | False | None | None | False | None | False | 882.0 | 0 |
| 2653218 | 82721 | None | ELECTRICAL KSR 3.6.13 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. RJ45/I.o.Outlet Cat-6 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 211.0 | 211.0 | 20.0 | False | None | None | False | None | False | 4220.0 | 0 |
| 2653219 | 82721 | None | ELECTRICAL KSR 3.10.1 | Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. 80mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 10.0 | 10.0 | 100.0 | False | None | None | False | None | False | 1000.0 | 0 |
| 2653220 | 82721 | None | ELECTRICAL KSR 3.10.2 | Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws.110mm ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 12.0 | 12.0 | 60.0 | False | None | None | False | None | False | 720.0 | 0 |
| 2653221 | 82721 | None | ELECTRICAL KSR 3.13.1 | Supplying and fixing of metal clad industrial plugs and sockets.
2pole+earth 250V PLUG 10 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 214.0 | 214.0 | 1.0 | False | None | None | False | None | False | 214.0 | 0 |
| 2653222 | 82721 | None | ELECTRICAL KSR 3.13.2 | Supplying and fixing of metal clad industrial plugs and sockets.
2pole+earth 250V PLUG 20 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 220.0 | 220.0 | 2.0 | False | None | None | False | None | False | 440.0 | 0 |
| 2653223 | 82721 | None | ELECTRICAL KSR 3.13.3 | Supplying and fixing of metal clad industrial plugs and sockets.
3pole+earth 440V PLUG 20 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 280.0 | 280.0 | 1.0 | False | None | None | False | None | False | 280.0 | 0 |
| 2653224 | 82721 | None | ELECTRICAL KSR 3.13.4 | Supplying and fixing of metal clad industrial plugs and sockets.
3pole+earth 440V PLUG 30 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 367.0 | 367.0 | 1.0 | False | None | None | False | None | False | 367.0 | 0 |
| 2653225 | 82721 | None | ELECTRICAL KSR 3.13.5 | Supplying and fixing of metal clad industrial plugs and sockets.
2pole+earth 250V Socket 10 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 217.0 | 217.0 | 1.0 | False | None | None | False | None | False | 217.0 | 0 |
| 2653226 | 82721 | None | ELECTRICAL KSR 3.13.6 | Supplying and fixing of metal clad industrial plugs and sockets.
2pole+earth 250V Socket 20 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 259.0 | 259.0 | 2.0 | False | None | None | False | None | False | 518.0 | 0 |
| 2653227 | 82721 | None | ELECTRICAL KSR 3.13.7 | Supplying and fixing of metal clad industrial plugs and sockets.
3pole+earth 440V Socket 20 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 273.0 | 273.0 | 1.0 | False | None | None | False | None | False | 273.0 | 0 |
| 2653228 | 82721 | None | ELECTRICAL KSR 3.13.8 | Supplying and fixing of metal clad industrial plugs and sockets.
3pole+earth 440V Socket 30 Amps ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 297.0 | 297.0 | 1.0 | False | None | None | False | None | False | 297.0 | 0 |
| 2653229 | 82721 | None | ELECTRICAL KSR 3.14.3 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.6Amps 3 way 5 pin Socket ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 65.0 | 65.0 | 20.0 | False | None | None | False | None | False | 1300.0 | 0 |
| 2653230 | 82721 | None | ELECTRICAL KSR 3.14.5 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.6A Bakelite Ceiling Rose ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 63.0 | 63.0 | 50.0 | False | None | None | False | None | False | 3150.0 | 0 |
| 2653231 | 82721 | None | ELECTRICAL KSR 3.14.6 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. 6A Lamp Holder ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 63.0 | 63.0 | 25.0 | False | None | None | False | None | False | 1575.0 | 0 |
| 2653232 | 82721 | None | ELECTRICAL KSR 4.7.1 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1000mm Standard 40/50MM dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1544.0 | 1544.0 | 12.0 | False | None | None | False | None | False | 18528.0 | 0 |
| 2653233 | 82721 | None | ELECTRICAL KSR 5.1 | Supplying push button operated direct online starter with an antiweld silver cadmium oxide contactor with replaceable fixed and moving contacts and bimetallic thermal overload relay help in anticorrosion treated sheet steel or iron clad enclosure and fixing the same to suitable capacity wires for 230/440 V 1/3 phase motor upto 5 HP. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1490.0 | 1490.0 | 2.0 | False | None | None | False | None | False | 2980.0 | 0 |
| 2653234 | 82721 | None | ELECTRICAL KSR 5.14.7 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws,bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the
poles simultaneously and they shall have a single mechanism.100Amps 25kA. Four Pole ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 8265.0 | 8265.0 | 2.0 | False | None | None | False | None | False | 16530.0 | 0 |
| 2653235 | 82721 | None | ELECTRICAL KSR 5.16.2 | Supplying and fixing regular MCCB distribution Panel confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall/wood board/flush mounting using required cl A , bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898 - 2. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 10741.0 | 10741.0 | 2.0 | False | None | None | False | None | False | 21482.0 | 0 |
| 2653236 | 82721 | None | ELECTRICAL KSR 5.17.1 | 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 IEC 60898.6-32Amps SP ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 523.0 | 523.0 | 20.0 | False | None | None | False | None | False | 10460.0 | 0 |
| 2653237 | 82721 | None | ELECTRICAL KSR 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 IEC 60898.6-32 Amps DP ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1103.0 | 1103.0 | 20.0 | False | None | None | False | None | False | 22060.0 | 0 |
| 2653238 | 82721 | None | ELECTRICAL KSR 5.17.5 | 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 IEC 60898.40 Amps DP ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1363.0 | 1363.0 | 4.0 | False | None | None | False | None | False | 5452.0 | 0 |
| 2653239 | 82721 | None | ELECTRICAL KSR 5.17.8 | 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 IEC 60898.40 Amps TPN ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2393.0 | 2393.0 | 4.0 | False | None | None | False | None | False | 9572.0 | 0 |
| 2653240 | 82721 | None | ELECTRICAL KSR 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 IEC 60898.50-63Amps TPN ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2399.0 | 2399.0 | 1.0 | False | None | None | False | None | False | 2399.0 | 0 |
| 2653241 | 82721 | None | ELECTRICAL KSR 5.18.4 | 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 MS enclosure. I - Single Door 12Way SP &N ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1591.0 | 1591.0 | 2.0 | False | None | None | False | None | False | 3182.0 | 0 |
| 2653242 | 82721 | None | ELECTRICAL KSR 5.18.5 | 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 MS enclosure. I - Single Door 16Way SP &N ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1928.0 | 1928.0 | 4.0 | False | None | None | False | None | False | 7712.0 | 0 |
| 2653243 | 82721 | None | ELECTRICAL KSR 5.18.11 | 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 MS enclosure.III - Double Door 4Way TP &N ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 3053.0 | 3053.0 | 4.0 | False | None | None | False | None | False | 12212.0 | 0 |
| 2653244 | 82721 | None | ELECTRICAL KSR 5.18.12 | 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 MS enclosure. III - Double Door 6Way TP &N ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 3735.0 | 3735.0 | 2.0 | False | None | None | False | None | False | 7470.0 | 0 |
| 2653245 | 82721 | None | ELECTRICAL KSR 5.18.13 | 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 MS enclosure.III - Double Door 8Way TP &N ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4136.0 | 4136.0 | 2.0 | False | None | None | False | None | False | 8272.0 | 0 |
| 2653246 | 82721 | None | ELECTRICAL KSR 5.19.1 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board.16A-25A 2 pole ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4548.0 | 4548.0 | 4.0 | False | None | None | False | None | False | 18192.0 | 0 |
| 2653247 | 82721 | None | ELECTRICAL KSR 5.19.4 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board.32-40A 2 pole ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4831.0 | 4831.0 | 2.0 | False | None | None | False | None | False | 9662.0 | 0 |
| 2653248 | 82721 | None | ELECTRICAL KSR 5.19.8 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board.32-40A 4 pole ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4677.0 | 4677.0 | 2.0 | False | None | None | False | None | False | 9354.0 | 0 |
| 2653249 | 82721 | None | ELECTRICAL KSR 5.19.10 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board.63 Amps 4 pole ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 5039.0 | 5039.0 | 4.0 | False | None | None | False | None | False | 20156.0 | 0 |
| 2653250 | 82721 | None | ELECTRICAL KSR 6.1 | FANS & AIR CONDITIONERS
Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1542.0 | 1542.0 | 8.0 | False | None | None | False | None | False | 12336.0 | 0 |
| 2653251 | 82721 | None | ELECTRICAL KSR 6.4.1 | Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power input 48 W +/- 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 4.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturer Warranty. 48" Sweep 5 Star (1200 mm) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2949.0 | 2949.0 | 65.0 | False | None | None | False | None | False | 191685.0 | 0 |
| 2653252 | 82721 | None | ELECTRICAL KSR 6.5.1 | Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply.300 mm Sweep ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2648.0 | 2648.0 | 6.0 | False | None | None | False | None | False | 15888.0 | 0 |
| 2653253 | 82721 | None | ELECTRICAL KSR 6.8.5 | Supplying of .. TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit.1.5 Ton capacity 5 Star ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 65948.0 | 65948.0 | 2.0 | False | None | None | False | None | False | 131896.0 | 0 |
| 2653254 | 82721 | None | ELECTRICAL KSR 6.12 | Installation charges for split type air conditioner with allied works for one indoor and one outdoor unit is to be mounted on suitable Angle Iron support upto 3.0 Ton split/cassette type A/C. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4981.0 | 4981.0 | 2.0 | False | None | None | False | None | False | 9962.0 | 0 |
| 2653255 | 82721 | None | ELECTRICAL KSR 6.13.1 | Supplying and installation of insulated refrigerant copper tubing of 5/8" and 3/8" with polythene foam insulation 3 core 80 stand copper wiring between indoor and outdoor unit Leak testing oil and gas charging for additional piping length of tube.Split ---- With all Lead and LIfts as per Engineer in Charege of the work. | Mtr | 1631.0 | 1631.0 | 10.0 | False | None | None | False | None | False | 16310.0 | 0 |
| 2653256 | 82721 | None | ELECTRICAL KSR 8.1 | DATA CABLING :
Supplying and drawing UTP-CAT 6E LAN cable. ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 34.0 | 34.0 | 2000.0 | False | None | None | False | None | False | 68000.0 | 0 |
| 2653257 | 82721 | None | ELECTRICAL KSR 8.2.2 | Telephone CABLING :
Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.
2 Pair ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 19.0 | 19.0 | 300.0 | False | None | None | False | None | False | 5700.0 | 0 |
| 2653258 | 82721 | None | ELECTRICAL KSR 8.3 | TV CABLING :
Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 42.0 | 42.0 | 10.0 | False | None | None | False | None | False | 420.0 | 0 |
| 2653259 | 82721 | None | ELECTRICAL KSR 8.4.3 | Supplying & Fixing of switch mounting rack with power manager & Cable manager.9U with 450mm depth ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 7546.0 | 7546.0 | 1.0 | False | None | None | False | None | False | 7546.0 | 0 |
| 2653260 | 82721 | None | ELECTRICAL KSR 8.4.5 | Supplying & Fixing of switch mounting rack with power manager & Cable manager.18U with 650mm depth ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 20411.0 | 20411.0 | 1.0 | False | None | None | False | None | False | 20411.0 | 0 |
| 2653261 | 82721 | None | ELECTRICAL KSR 8.5 | Supplying & Fixing of Power strip ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1233.0 | 1233.0 | 4.0 | False | None | None | False | None | False | 4932.0 | 0 |
| 2653262 | 82721 | None | ELECTRICAL KSR 8.7 | Supplying & fixing of Castor wheels to the Shelf (set of 4) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1224.0 | 1224.0 | 1.0 | False | None | None | False | None | False | 1224.0 | 0 |
| 2653263 | 82721 | None | ELECTRICAL KSR 8.8 | Supplying & Fixing of Fan ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 931.0 | 931.0 | 4.0 | False | None | None | False | None | False | 3724.0 | 0 |
| 2653264 | 82721 | None | ELECTRICAL KSR 8.9.9 | Supplying fixing of Network Switches 48 port 10/100/1000 Switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 22593.0 | 22593.0 | 1.0 | False | None | None | False | None | False | 22593.0 | 0 |
| 2653265 | 82721 | None | ELECTRICAL KSR 8.9.10 | Supplying fixing of Network Switches 24 port 10/100/1000 Switch ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 8241.0 | 8241.0 | 2.0 | False | None | None | False | None | False | 16482.0 | 0 |
| 2653266 | 82721 | None | ELECTRICAL KSR 8.10.1 | Supplying & fixing of I/O socket with back box Single I/o ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 405.0 | 405.0 | 10.0 | False | None | None | False | None | False | 4050.0 | 0 |
| 2653267 | 82721 | None | ELECTRICAL KSR 8.11.1 | Supplying & fixing of I/O socket with back box Supplying & Fixing of 1 Mtrs Cat 6 Patch Cable ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 190.0 | 190.0 | 30.0 | False | None | None | False | None | False | 5700.0 | 0 |
| 2653268 | 82721 | None | ELECTRICAL KSR 8.11.2 | Supplying & fixing of I/O socket with back box Supplying & Fixing of 2 Mtrs Cat 6 Patch Cable ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 286.0 | 286.0 | 10.0 | False | None | None | False | None | False | 2860.0 | 0 |
| 2653269 | 82721 | None | ELECTRICAL KSR 8.12.4 | Supplying & Fixing of Patch panel for LAN cabling 48 Port 10/100/1000 patch panel ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 26733.0 | 26733.0 | 1.0 | False | None | None | False | None | False | 26733.0 | 0 |
| 2653270 | 82721 | None | ELECTRICAL KSR 8.12.5 | Supplying & Fixing of Patch panel for LAN cabling 24 Port 10/100/1000 patch panel ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 8260.0 | 8260.0 | 2.0 | False | None | None | False | None | False | 16520.0 | 0 |
| 2653271 | 82721 | None | ELECTRICAL KSR 8.13.2 | Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination. 20 pair ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 362.0 | 362.0 | 1.0 | False | None | None | False | None | False | 362.0 | 0 |
| 2653272 | 82721 | None | ELECTRICAL KSR 8.13.4 | Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination. 50 pair ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 620.0 | 620.0 | 1.0 | False | None | None | False | None | False | 620.0 | 0 |
| 2653273 | 82721 | None | ELECTRICAL KSR 11.3.1 | Supplying of 1 x 2' .feet -PVC Batten with integrated LED tube 9/10 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 2' - 9/10 W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 496.0 | 496.0 | 6.0 | False | None | None | False | None | False | 2976.0 | 0 |
| 2653274 | 82721 | None | ELECTRICAL KSR 11.3.3 | Supplying of 1 x 4'feet -PVC Batten with integrated LED tube 36/40W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 36/40 W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1197.0 | 1197.0 | 130.0 | False | None | None | False | None | False | 155610.0 | 0 |
| 2653275 | 82721 | None | ELECTRICAL KSR 11.5.1 | Supply of round/square recess/surface mounted rolling type LED Down light with 5-6W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @50/60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 5-6W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 546.0 | 546.0 | 6.0 | False | None | None | False | None | False | 3276.0 | 0 |
| 2653276 | 82721 | None | ELECTRICAL KSR 11.5.2 | Supply of round/square recess/surface mounted rolling type LED Down light with 10-12 W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @50/60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 835.0 | 835.0 | 5.0 | False | None | None | False | None | False | 4175.0 | 0 |
| 2653277 | 82721 | None | ELECTRICAL KSR 11.5.3 | Supply of round/square recess/surface mounted rolling type LED Down light with 15-18 W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @50/60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15-18W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1249.0 | 1249.0 | 10.0 | False | None | None | False | None | False | 12490.0 | 0 |
| 2653278 | 82721 | None | ELECTRICAL KSR 11.6.1 | Supplying of recess mounting non integral type LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clA, Power LEDs with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 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.LED modular down light 1'x1' 34-22 W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2869.0 | 2869.0 | 1.0 | False | None | None | False | None | False | 2869.0 | 0 |
| 2653279 | 82721 | None | ELECTRICAL KSR 11.6.2 | Supplying of recess mounting non integral type LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clA, Power LEDs with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 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.LED modular down light 2'x2' /1'x4' 34-36 W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 5651.0 | 5651.0 | 1.0 | False | None | None | False | None | False | 5651.0 | 0 |
| 2653280 | 82721 | None | ELECTRICAL KSR 11.8.3 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible
for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned
LED Streetlight 70W ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 5955.0 | 5955.0 | 12.0 | False | None | None | False | None | False | 71460.0 | 0 |
| 2653281 | 82721 | None | ELECTRICAL KSR 11.11.6 | Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 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 0.95, power loss should 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 ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 237.0 | 237.0 | 30.0 | False | None | None | False | None | False | 7110.0 | 0 |
| 2653282 | 82721 | None | BESCOM SR-32.03, Page No.113 (9 of 27) | Supplying of 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.
10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) Ar. Al. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Km | 125942.37 | 125942.37 | 0.3 | False | None | None | False | None | False | 37782.711 | 0 |
| 2653283 | 82721 | None | BESCOM SR-32.05, Page No.113 (9 of 27) | Supplying of 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, 4 Core, (11 GI Strips - 4 x 0.8 mm) Ar. Al. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Km | 155459.32 | 155459.32 | 0.25 | False | None | None | False | None | False | 38864.83 | 0 |
| 2653284 | 82721 | None | BESCOM SR-32.14, Page No.114 (10 of 27) | Supplying of 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.
95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) Ar. Al. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Km | 435627.12 | 435627.12 | 0.55 | False | None | None | False | None | False | 239594.916 | 0 |
| 2653285 | 82721 | None | BESCOM Labour SR 30.05, Page No. 140 (9 of 14) | Transporting Cable from Store to work spot including loading and unloading (including Crane and other
equipment charges if any)
2.5 to 25 Sqmm (Single/3.5/4 Core) LT Cable ---- With all Lead and LIfts as per Engineer in Charege of the work. | Km | 894.0 | 894.0 | 0.55 | False | None | None | False | None | False | 491.7 | 0 |
| 2653286 | 82721 | None | BESCOM Labour SR 30.06, Page No. 140 (9 of 14) | Transporting Cable from Store to work spot including loading and unloading (including Crane and other
equipment charges if any)
35 to 95 Sqmm (3.5/4 Core) LT Cable ---- With all Lead and LIfts as per Engineer in Charege of the work. | Km | 1787.0 | 1787.0 | 0.55 | False | None | None | False | None | False | 982.85 | 0 |
| 2653287 | 82721 | None | BESCOM Labour SR 31.05, Page No. 140 (9 of 14) | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as
directed by the departmental staff
2.5 to 25 Sqmm LT Cable ---- With all Lead and LIfts as per Engineer in Charege of the work. | Km | 16159.0 | 16159.0 | 0.55 | False | None | None | False | None | False | 8887.45 | 0 |
| 2653288 | 82721 | None | BESCOM Labour SR 31.06, Page No. 140 (9 of 14) | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as
directed by the departmental staff
35 to 95 Sqmm LT Cable ---- With all Lead and LIfts as per Engineer in Charege of the work. | Km | 23647.0 | 23647.0 | 0.55 | False | None | None | False | None | False | 13005.85 | 0 |
| 2653289 | 82721 | None | PWD Part-I Electrical Items pg.no 17,5.51.2 | MAIN ELECTRICAL PANEL
Supply and fixing of fully Enclosed Automatic Transfer
Switch (ATS) Pre-wired with Flexible Settings and seamless
transfer between two power sources. The enclosure made of MS
Power coated of necessary size. The switch comprising of
EB/DG-Priority Source Selection,. Adjustable Time Delay
(0.1sec to 3 hours),.Double-Break Contact System offering High
Short-time Withstand (Icw),.with necessary Terminal Shrouds,
Phase Barriers & Source Separator,. Protections for UV/OV,
Phase Sequence, Single Phasing, Frequency variation. There
should be sufficient space for cable termination. Three Phase
415 V(160A) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 81000.0 | 81000.0 | 1.0 | False | None | None | False | None | False | 81000.0 | 0 |
| 2653290 | 82721 | None | PWD Part-I Electrical Items pg.no 15, 5.42.2 | Fabricating supplying and mounting MS box made out
....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.(16SWG) ---- With all Lead and LIfts as per Engineer in Charege of the work. | cm | 0.38 | 0.38 | 110000.0 | False | None | None | False | None | False | 41800.0 | 0 |
| 2653291 | 82721 | None | PWD Part-I Electrical Items pg.no 15, 5.40.2 | Supplying ......... A rated 3phase with neutral bus bar using
required capacity electrolytic aluminium strips covered with
heat shrinkable coloured PVC sleeve, mounted on
phenolic/FRP/DMC insulator which are mounted on powder
coated 40x6mm M.S.flat frame work in existing panel board.
The bus bar shall have suitable holes for termination of
incoming and outgoing cables as per IS specification with
necessary bolts, nuts and washers etc., complete(250A 4 x 30 x 10 mm Aluminium Strips) ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 3078.0 | 3078.0 | 8.0 | False | None | None | False | None | False | 24624.0 | 0 |
| 2653292 | 82721 | None | PWD Part-I Electrical Items pg.no 15. 5.39 | Supplying, fixing and wiring Automatic Power Factor
controller circuit unit fully, static units controlled by 14
stage microprocessor operation, relays LED display, self
programming function for power stages and operating logic
checking facility for healthy and efficient of each individual
capacitor bank, measurement of network harmonics with
indication when limit values are exceeded, Comprehensive
displays with large, three phase LED display, Long term
memory for settings, protection for over voltage, power
factor correction fault and no voltage, to connect/ disconnect
banks, with automatic recognition or with standard programs ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 19440.0 | 19440.0 | 1.0 | False | None | None | False | None | False | 19440.0 | 0 |
| 2653293 | 82721 | None | PWD Part-I Electrical Items pg.no 12, 5.14.9 | EB INCOMER
Supplying and fixing Moulded Case Circuit Breaker (MCCB)
over the existing wood/panel board using necessary screws,
bolts, nuts, necessary phase separators, handle and wiring
complete. Protection of Overload and Short circuit in Thermal
Magnetic Release. Micro processor release shall have Earth
Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles
should have protection for Short-Cicrcuit/Over Load. For
Microprocessor MCCBS Facility for segregating Priority and
Non-Priority loads must be available in the MCCB. MCCB shall
be provided with double insulation (insulation between front
cover and internal power circuits to avoid any accidental
contact with live current carrying path with the front cover
open). Multi-pole breakers shall be designed to break all the
poles simultaneously and they shall have a single mechanism.(160A 25KA) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 12566.0 | 12566.0 | 1.0 | False | None | None | False | None | False | 12566.0 | 0 |
| 2653294 | 82721 | None | PWD Part-I Electrical Items pg.no 14,5.21 | Supplying, fixing and wiring earth leakage relay with core
balanced current transformer suitable for single phase 50 Hz
AC with latest microcontroller based, digital readout of
percentage leakage current, programmable delay/auto/
manual reset facility suitable to mount on DIN rail/ flush
mounting on panel board. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 8316.0 | 8316.0 | 1.0 | False | None | None | False | None | False | 8316.0 | 0 |
| 2653295 | 82721 | None | ELECTRICAL KSR 5.27 | Supplying, fixing and wiring rotary selector switch suitable
for Ammeter ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 178.0 | 178.0 | 1.0 | False | None | None | False | None | False | 178.0 | 0 |
| 2653296 | 82721 | None | ELECTRICAL KSR 5.28 | Supplying, fixing and wiring rotary selector switch suitable
for Voltmeter ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 146.0 | 146.0 | 1.0 | False | None | None | False | None | False | 146.0 | 0 |
| 2653297 | 82721 | None | ELECTRICAL KSR 5.29 | Supplying, fixing and wiring 3 Phase Digital Ammeter /
Voltmeter ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1280.0 | 1280.0 | 2.0 | False | None | None | False | None | False | 2560.0 | 0 |
| 2653298 | 82721 | None | ELECTRICAL KSR5.31 | Supplying and fixing Electronic Trivector Meter (ETV)
suitable for operation LT operation and -CT operated meter in
polycarbonate body in class 0.5 accuracy as per IS 14697 and
completely wired ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 3942.0 | 3942.0 | 1.0 | False | None | None | False | None | False | 3942.0 | 0 |
| 2653299 | 82721 | None | ELECTRICAL KSR 5.33 | Supplying of multi function digital meter with three line back
light LCD type display for voltage, Current, frequency, Power,
power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire
LT network with IP 54 degree of protection and completely wired
as required with communication Port and Class 0.5s accuracy ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 8370.0 | 8370.0 | 1.0 | False | None | None | False | None | False | 8370.0 | 0 |
| 2653300 | 82721 | None | ELECTRICAL KSR 5.34 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden
Current Transformer Class 0.5 accuracy with Tape Wound. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 505.0 | 505.0 | 3.0 | False | None | None | False | None | False | 1515.0 | 0 |
| 2653301 | 82721 | None | ELECTRICAL KSR 5.38 | Supplying and fixing of LED type panel board indicating
lamp with required colour suitable for 230/440VAC. 50 Hz
12/24V D.C. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 464.0 | 464.0 | 3.0 | False | None | None | False | None | False | 1392.0 | 0 |
| 2653302 | 82721 | None | ELECTRICAL KSR 5.14.9 | DG INCOMER
Supplying and fixing Moulded Case Circuit Breaker (MCCB)
over the existing wood/panel board using necessary screws,
bolts, nuts, necessary phase separators, handle and wiring
complete. Protection of Overload and Short circuit in Thermal
Magnetic Release. Micro processor release shall have Earth
Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles
should have protection for Short-Cicrcuit/Over Load. For
Microprocessor MCCBS Facility for segregating Priority and
Non-Priority loads must be available in the MCCB. MCCB shall
be provided with double insulation (insulation between front
cover and internal power circuits to avoid any accidental
contact with live current carrying path with the front cover
open). Multi-pole breakers shall be designed to break all the
poles simultaneously and they shall have a single mechanism.(160A 25KA) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 12566.0 | 12566.0 | 1.0 | False | None | None | False | None | False | 12566.0 | 0 |
| 2653303 | 82721 | None | ELECTRICAL KSR 5.21 | Supplying, fixing and wiring earth leakage relay with core
balanced current transformer suitable for single phase 50 Hz
AC with latest microcontroller based, digital readout of
percentage leakage current, programmable delay/auto/
manual reset facility suitable to mount on DIN rail/ flush
mounting on panel board. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 8316.0 | 8316.0 | 1.0 | False | None | None | False | None | False | 8316.0 | 0 |
| 2653304 | 82721 | None | ELECTRICAL KSR 5.27 | Supplying, fixing and wiring rotary selector switch suitable
for Ammeter ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 178.0 | 178.0 | 1.0 | False | None | None | False | None | False | 178.0 | 0 |
| 2653305 | 82721 | None | ELECTRICAL KSR 5.28 | Supplying, fixing and wiring rotary selector switch suitable
for Voltmeter ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 146.0 | 146.0 | 1.0 | False | None | None | False | None | False | 146.0 | 0 |
| 2653306 | 82721 | None | ELECTRICAL KSR 5.29 | Supplying, fixing and wiring 3 Phase Digital Ammeter /
Voltmeter ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1280.0 | 1280.0 | 2.0 | False | None | None | False | None | False | 2560.0 | 0 |
| 2653307 | 82721 | None | ELECTRICAL KSR 5.31 | Supplying and fixing Electronic Trivector Meter (ETV)
suitable for operation LT operation and -CT operated meter in
polycarbonate body in class 0.5 accuracy as per IS 14697 and
completely wired ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 3942.0 | 3942.0 | 1.0 | False | None | None | False | None | False | 3942.0 | 0 |
| 2653308 | 82721 | None | ELECTRICAL KSR 5.33 | Supplying of multi function digital meter with three line back
light LCD type display for voltage, Current, frequency, Power,
power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire
LT network with IP 54 degree of protection and completely wired
as required with communication Port and Class 0.5s accuracy ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 8370.0 | 8370.0 | 1.0 | False | None | None | False | None | False | 8370.0 | 0 |
| 2653309 | 82721 | None | ELECTRICAL KSR 5.34 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden
Current Transformer Class 0.5 accuracy with Tape Wound. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 505.0 | 505.0 | 3.0 | False | None | None | False | None | False | 1515.0 | 0 |
| 2653310 | 82721 | None | ELECTRICAL KSR 5.38 | Supplying and fixing of LED type panel board indicating
lamp with required colour suitable for 230/440VAC. 50 Hz
12/24V D.C. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 464.0 | 464.0 | 3.0 | False | None | None | False | None | False | 1392.0 | 0 |
| 2653311 | 82721 | None | ELECTRICAL KSR 5.17.8 | OUTGOINGS
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.(40A TPN) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2393.0 | 2393.0 | 8.0 | False | None | None | False | None | False | 19144.0 | 0 |
| 2653312 | 82721 | None | ELECTRICAL KSR 5.17.9 | 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.(63A TPN) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 2399.0 | 2399.0 | 10.0 | False | None | None | False | None | False | 23990.0 | 0 |
| 2653313 | 82721 | None | BESCOM PART-III-11 Kv Materials. Pg.no 17,54.04 | EARTHING SYSTEM
Rod type of earthing using 40 mm Dia, 3 Mtr long MS
rod as ground rod, in earth pit of 300 mm width and
3300 mm depth and using 50x6 mm flat welded to
ground rod as terminal & connected to equipment
ground terminal using PVC Al wire as specified ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1909.32 | 1909.32 | 15.0 | False | None | None | False | None | False | 28639.8 | 0 |
| 2653314 | 82721 | None | BESCOM PART-III-11 Kv Materials. Pg.no 17,54.05 | Bentonite clay slurry for earthing in 50 Kg Bag ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 304.24 | 304.24 | 15.0 | False | None | None | False | None | False | 4563.6 | 0 |
| 2653315 | 82721 | None | BESCOM PART-III-11 Kv Labour. Pg.no 1 ,1.6.4 | Digging of Pit for providing GI Pipe type Earthing ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 3755.0 | 3755.0 | 15.0 | False | None | None | False | None | False | 56325.0 | 0 |
| 2653316 | 82721 | None | PWD Part-I Electrical Items pg.no 29, 9.3.5 | UPS SYSTEM AND CONNECTED WORKS
Supplying, erecting, testing & commissioning of ON-LINE UPS
system suitable for operation on 230V, 50Hz, A/C supply,
with isolation transformer all accessories complete and
Excluding batteries and wiring complete.(10KVA) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 119023.0 | 119023.0 | 2.0 | False | None | None | False | None | False | 238046.0 | 0 |
| 2653317 | 82721 | None | PWD Part-I Electrical Items pg.no 29, 9.5.9 | Supplying, installation, testing & commissioning of 12V DC, AH
batteries in poly propylene container for U.P.S. Sealed
maintenance free batteries(150 AH Battery) ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 19436.0 | 19436.0 | 32.0 | False | None | None | False | None | False | 621952.0 | 0 |
| 2653318 | 82721 | None | PWD Part-I Electrical Items pg.no 45,13.7.1 | 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. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 119.0 | 119.0 | 240.0 | False | None | None | False | None | False | 28560.0 | 0 |
| 2653319 | 82721 | None | PWD Part-I Electrical Items pg.no 46,13.13 | Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 702.0 | 702.0 | 6.0 | False | None | None | False | None | False | 4212.0 | 0 |
| 2653320 | 82721 | None | PWD Part-I Electrical Items pg.no 46,13.11 | Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 281.0 | 281.0 | 65.0 | False | None | None | False | None | False | 18265.0 | 0 |
| 2653321 | 82721 | None | ELECTRICAL KSR 15.37 | Providing 9 Ltr Fire Extinugisher Aqueous Film-Forming Foam Type, Stored Pressure Type, Pressure Gauge, Gross Weight 15.1Okg. empty weight 6.10kg Can Height 615 MM, Diameter 175 MM, Discharge Time less than 60 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 6 Meters, applicable on Class A,8,CARating 13A, 8 Rating 558, Can Construction; Deep drawn & CO, Mig welded, Valve Construction: Forging & Machining, Internal Coating of Can : Epoxy Powder coating, External Coating of Can : Epoxy PoIyster Powder coating, Sheet metal thickness: 2.0MM, lSI and EN Approved, Helium Leak Detection Tested, 1 Years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete ANDEX/CEASEFIRE/MINIMAX 3 class 5 of IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 11OOVolts as per IS-694:1990 & confirming to GTP of GROUP-A. 2C x 1.50 Sqmm including cost of materials, labour, usage charges of machinery complete as per specifications. Make- HEMFLEX ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 7267.0 | 7267.0 | 2.0 | False | None | None | False | None | False | 14534.0 | 0 |
| 2653322 | 82721 | None | ELECTRICAL KSR 15.119 | Supplying of four bucket stand alongwith buckets. Complete. ANDEX/NEWAGE/MINIMAX ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 30216.0 | 30216.0 | 2.0 | False | None | None | False | None | False | 60432.0 | 0 |
| 2653323 | 82721 | None | ELECTRICAL KSR 15.120 | Supplying of two bucket stand alongwith buckets. complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 52920.0 | 52920.0 | 2.0 | False | None | None | False | None | False | 105840.0 | 0 |
| 2653324 | 82721 | None | ELECTRICAL KSR 15.121 | Supplying of Hand gloves. complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 4978.0 | 4978.0 | 2.0 | False | None | None | False | None | False | 9956.0 | 0 |
| 2653325 | 82721 | None | ELECTRICAL KSR 15.122 | Supplying of first aid box. complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 3000.0 | 3000.0 | 2.0 | False | None | None | False | None | False | 6000.0 | 0 |
| 2653326 | 82721 | None | ELECTRICAL KSR 15.123 | Supplying of SAFETY MASK. complete ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 50.0 | 50.0 | 2.0 | False | None | None | False | None | False | 100.0 | 0 |
| 2653327 | 82721 | None | ELECTRICAL KSR 15.124.1 | Supplying of FIRST AID CHART with lamination. CompleteANDEX/ NEWAGE/ MINIMAX Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materials, labour, usage charges of machinery ---- With all Lead and LIfts as per Engineer in Charege of the work. | Each | 1071.0 | 1071.0 | 2.0 | False | None | None | False | None | False | 2142.0 | 0 |
| 2653328 | 82721 | None | It No.K010D PWD CSR Vol-5 2021-22 Page No.121 | Supplying, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. HDPE Grade PE80-PN6.0,110mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 348.0 | 348.0 | 530.0 | False | None | None | False | None | False | 184440.0 | 0 |
| 2653329 | 82721 | None | It No.K010A PWD CSR Vol-5 2021-22 Page No.122 | Supplying, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.HDPE Grade PE80-PN6.0, 63mm dia ---- With all Lead and LIfts as per Engineer in Charege of the work. | m | 143.0 | 143.0 | 550.0 | False | None | None | False | None | False | 78650.0 | 0 |
| 2653330 | 82721 | None | It No.17.14 CSR Vol-II 2021-22 Pg No.153 Septic ta | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less
38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking
arrangements with M.S flats 32x6 mm etc & painting with two or more coats
with black Japan paint etc. complete as directed by the engineer-in-charge. ---- With all Lead and LIfts as per Engineer in Charege of the work. | Nos | 1887.0 | 1887.0 | 4.0 | False | None | None | False | None | False | 7548.0 | 0 |