| 3844700 | 146734 | None | 5 vol-1-1.1 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. as per the direction of engineer incharge of work | Cum | 95.55 | 95.55 | 17.6 | False | None | None | False | None | False | 1681.68 | 0 |
| 3844701 | 146734 | None | 8 vol-1-1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m as per the direction of engineer incharge of work | Cum | 107.1 | 107.1 | 48.44 | False | None | None | False | None | False | 5187.924 | 0 |
| 3844702 | 146734 | None | 15 vol-1-2.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates as per the direction of engineer incharge of work. | Cum | 5947.2 | 5947.2 | 20.05 | False | None | None | False | None | False | 119241.36 | 0 |
| 3844703 | 146734 | None | 15 vol-1-2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per the direction of engineer incharge of work. | Cum | 7185.02 | 7185.02 | 6.05 | False | None | None | False | None | False | 43469.371 | 0 |
| 3844704 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns as per the direction of engineer incharge of work. Ground floor | Cum | 12214.76 | 12214.76 | 4.57 | False | None | None | False | None | False | 55821.4532 | 0 |
| 3844705 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns as per the direction of engineer incharge of work. First floor | Cum | 12336.9 | 12336.9 | 4.22 | False | None | None | False | None | False | 52061.718 | 0 |
| 3844706 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For grade & plinth beam. | Cum | 10777.73 | 10777.73 | 6.01 | False | None | None | False | None | False | 64774.1573 | 0 |
| 3844707 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Lintel, and roof beam as per the direction of engineer incharge of work. Ground floor | Cum | 11496.24 | 11496.24 | 7.14 | False | None | None | False | None | False | 82083.1536 | 0 |
| 3844708 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Lintel, and roof beam as per the direction of engineer incharge of work. First floor | Cum | 11611.2 | 11611.2 | 6.47 | False | None | None | False | None | False | 75124.464 | 0 |
| 3844709 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof slab & Staircase as per the direction of engineer incharge of work.Ground floor | Cum | 10777.73 | 10777.73 | 17.71 | False | None | None | False | None | False | 190873.5983 | 0 |
| 3844710 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Roof slab & Staircase as per the direction of engineer incharge of work. First Floor | Cum | 10885.5 | 10885.5 | 17.64 | False | None | None | False | None | False | 192020.22 | 0 |
| 3844711 | 146734 | None | 7 vol-1-1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.as per the direction of engineer incharge of work. | Cum | 279.3 | 279.3 | 35.65 | False | None | None | False | None | False | 9957.045 | 0 |
| 3844712 | 146734 | None | 7 vol-1-1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. as per the direction of engineer incharge of work. | Cum | 497.7 | 497.7 | 67.1 | False | None | None | False | None | False | 33395.67 | 0 |
| 3844713 | 146734 | None | 17 vol-2-6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. as per the direction of engineer incharge of work. | Sqm | 1375.5 | 1375.5 | 17.91 | False | None | None | False | None | False | 24635.205 | 0 |
| 3844714 | 146734 | None | 13 vol-2-6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Ground floor | Cum | 8376.9 | 8376.9 | 31.26 | False | None | None | False | None | False | 261861.894 | 0 |
| 3844715 | 146734 | None | 13 vol-2-6.2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. First floor | Cum | 8460.67 | 8460.67 | 40.72 | False | None | None | False | None | False | 344518.4824 | 0 |
| 3844716 | 146734 | None | 14 vol-2-6.13 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Ground floor | Sqm | 1024.8 | 1024.8 | 42.4 | False | None | None | False | None | False | 43451.52 | 0 |
| 3844717 | 146734 | None | 14 vol-2-6.13 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. First floor | Sqm | 1035.05 | 1035.05 | 42.4 | False | None | None | False | None | False | 43886.12 | 0 |
| 3844718 | 146734 | None | 15 vol-1-2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. as per the direction of engineer incharge of work. Ground floor | Cum | 6527.85 | 6527.85 | 0.83 | False | None | None | False | None | False | 5418.1155 | 0 |
| 3844719 | 146734 | None | 15 vol-1-2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. as per the direction of engineer incharge of work. first floor | Cum | 6593.13 | 6593.13 | 0.83 | False | None | None | False | None | False | 5472.2979 | 0 |
| 3844720 | 146734 | None | 41 vol-2-8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 371.7 | 371.7 | 49.7 | False | None | None | False | None | False | 18473.49 | 0 |
| 3844721 | 146734 | None | 41 vol-2-8.3.1 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and with water proofing compound.as per directions of Engineer-in-charge. | Sqm | 381.15 | 381.15 | 119.81 | False | None | None | False | None | False | 45665.5815 | 0 |
| 3844722 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesFor chejjas. as per directions of Engineer-in-charge. Ground floor | Cum | 10418.47 | 10418.47 | 0.53 | False | None | None | False | None | False | 5521.7891 | 0 |
| 3844723 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesFor chejjas. as per directions of Engineer-in-charge. First floor | Cum | 10522.65 | 10522.65 | 0.53 | False | None | None | False | None | False | 5577.0045 | 0 |
| 3844724 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For RCC loft. as per directions of Engineer-in-charge. Ground floor | Cum | 10777.73 | 10777.73 | 0.18 | False | None | None | False | None | False | 1939.9914 | 0 |
| 3844725 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For RCC loft. as per directions of Engineer-in-charge. First floor | Cum | 10885.5 | 10885.5 | 0.18 | False | None | None | False | None | False | 1959.39 | 0 |
| 3844726 | 146734 | None | M R | KSRB 4-2.12 : Extra for providing throating or drip moulding to R.C.C chajja with plastering (labour charges only) as per specifications and directions of the Engineer - in - charge of the work. Specification No. KBS 4.1,4.6 as per directions of Engineer-in-charge. Ground Floor | m | 33.0 | 33.0 | 20.75 | False | None | None | False | None | False | 684.75 | 0 |
| 3844727 | 146734 | None | M R | KSRB 4-2.12 : Extra for providing throating or drip moulding to R.C.C chajja with plastering (labour charges only) as per specifications and directions of the Engineer - in - charge of the work. Specification No. KBS 4.1,4.6 as per directions of Engineer-in-charge. First Floor | m | 33.33 | 33.33 | 20.75 | False | None | None | False | None | False | 691.5975 | 0 |
| 3844728 | 146734 | None | 85 vol-2-11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. as per directions of Engineer-in-charge. Ground floor | Kgs | 192.15 | 192.15 | 622.35 | False | None | None | False | None | False | 119584.5525 | 0 |
| 3844729 | 146734 | None | 85 vol-2-11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. as per directions of Engineer-in-charge. First floor | Kgs | 194.07 | 194.07 | 663.72 | False | None | None | False | None | False | 128808.1404 | 0 |
| 3844730 | 146734 | None | 87 vol-2-11.35.1.2 | 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 conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage
charges of machinery complete as per specifications as per directions of Engineer-in-charge. Ground floor | Kgs | 513.45 | 513.45 | 78.3 | False | None | None | False | None | False | 40203.135 | 0 |
| 3844731 | 146734 | None | 87 vol-2-11.35.1.2 | 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 conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage
charges of machinery complete as per specifications.First floor | Kgs | 518.58 | 518.58 | 78.3 | False | None | None | False | None | False | 40604.814 | 0 |
| 3844732 | 146734 | None | 89 Vol-2-11.37.2 | 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 in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/m²) including cost of materials, labour, usage charges of
machinery complete as per specifications. Ground floor | Sqm | 1229.55 | 1229.55 | 2.81 | False | None | None | False | None | False | 3455.0355 | 0 |
| 3844733 | 146734 | None | 89 Vol-2-11.37.2 | 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 in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/m²) including cost of materials, labour, usage charges of
machinery complete as per specifications and as per directions of Engineer-in-charge. First floor | Sqm | 1241.85 | 1241.85 | 2.81 | False | None | None | False | None | False | 3489.5985 | 0 |
| 3844734 | 146734 | None | 18 vol-1-2.11(a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing as per directions of Engineer-in-charge. Ground floor | Tonne | 93929.85 | 93929.85 | 3.39 | False | None | None | False | None | False | 318422.1915 | 0 |
| 3844735 | 146734 | None | 18 vol-1-2.11(a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing. as per directions of Engineer-in-charge. Frist floor | Tonne | 94869.15 | 94869.15 | 1.99 | False | None | None | False | None | False | 188789.6085 | 0 |
| 3844736 | 146734 | None | 41 vol-2-8.4.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground floor | Sqm | 327.6 | 327.6 | 281.68 | False | None | None | False | None | False | 92278.368 | 0 |
| 3844737 | 146734 | None | 41 vol-2-8.4.2 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First floor | Sqm | 330.88 | 330.88 | 272.54 | False | None | None | False | None | False | 90178.0352 | 0 |
| 3844738 | 146734 | None | 42 vol-2-8.9 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground floor | Sqm | 404.25 | 404.25 | 172.31 | False | None | None | False | None | False | 69656.3175 | 0 |
| 3844739 | 146734 | None | 42 vol-2-8.9 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.First floor | Sqm | 408.29 | 408.29 | 254.01 | False | None | None | False | None | False | 103709.7429 | 0 |
| 3844740 | 146734 | None | 42 vol-2-8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground floor | Sqm | 366.45 | 366.45 | 46.49 | False | None | None | False | None | False | 17036.2605 | 0 |
| 3844741 | 146734 | None | 42 vol-2-8.5.2 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Frist floor | Sqm | 370.11 | 370.11 | 34.94 | False | None | None | False | None | False | 12931.6434 | 0 |
| 3844742 | 146734 | None | 43 vol-2-816.3 | Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment). as per directions of Engineer-in-charge. | m | 46.2 | 46.2 | 200.0 | False | None | None | False | None | False | 9240.0 | 0 |
| 3844743 | 146734 | None | 111 vol-2-12.89 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) as per directions of Engineer-in-charge. Ground Floor | Sqm | 6878.55 | 6878.55 | 12.6 | False | None | None | False | None | False | 86669.73 | 0 |
| 3844744 | 146734 | None | 111 vol-2-12.89 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) First Floor | Sqm | 6947.34 | 6947.34 | 11.16 | False | None | None | False | None | False | 77532.3144 | 0 |
| 3844745 | 146734 | None | 110 vol-2-12.85 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size -1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)Ground Floor | Sqm | 6004.95 | 6004.95 | 1.35 | False | None | None | False | None | False | 8106.6825 | 0 |
| 3844746 | 146734 | None | 110 vol-2-12.85 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size - 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) as per directions of Engineer-in-charge. First Floor | Sqm | 6065.0 | 6065.0 | 1.35 | False | None | None | False | None | False | 8187.75 | 0 |
| 3844747 | 146734 | None | 100 vol-2-12.13.2 | Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications as per directions of Engineer-in-charge. Groun floor | Cum | 104580.0 | 104580.0 | 0.22 | False | None | None | False | None | False | 23007.6 | 0 |
| 3844748 | 146734 | None | 100 vol-2-12.13.2 | Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. as per directions of Engineer-in-charge. First floor | Cum | 105625.8 | 105625.8 | 0.22 | False | None | None | False | None | False | 23237.676 | 0 |
| 3844749 | 146734 | None | 106 vol-2-12.57.4 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly 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 complete as per spcification. do 35mm thick both side teak as per directions of Engineer-in-charge. Ground floor | Sqm | 5388.6 | 5388.6 | 2.52 | False | None | None | False | None | False | 13579.272 | 0 |
| 3844750 | 146734 | None | 106 vol-2-12.57.4 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly 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 complete as per spcification. do 35mm thick both side teak. as per directions of Engineer-in-charge. First floor | Sqm | 5436.19 | 5436.19 | 2.52 | False | None | None | False | None | False | 13699.1988 | 0 |
| 3844751 | 146734 | None | 106 vol-2-12.57.2 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly 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 complete as per spcification. do 30mm thick one side teak and one side commercial. Rs. 400 for fixtures. as per directions of Engineer-in-charge. Ground floor | Sqm | 4087.65 | 4087.65 | 5.67 | False | None | None | False | None | False | 23176.9755 | 0 |
| 3844752 | 146734 | None | 106 vol-2-12.57.2 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly 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 complete as per spcification. do 30mm thick one side teak and one side commercial. Rs. 400 for fixtures. as per directions of Engineer-in-charge. First floor | Sqm | 4124.33 | 4124.33 | 5.67 | False | None | None | False | None | False | 23384.9511 | 0 |
| 3844753 | 146734 | None | 105 vol-2-12.53 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. as per directions of Engineer-in-charge. Ground floor | Sqm | 1824.9 | 1824.9 | 4.73 | False | None | None | False | None | False | 8631.777 | 0 |
| 3844754 | 146734 | None | 105 vol-2-12.53 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. as per directions of Engineer-in-charge. First floor | Sqm | 1841.57 | 1841.57 | 4.73 | False | None | None | False | None | False | 8710.6261 | 0 |
| 3844755 | 146734 | None | 105 vol-2-12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Ground floor | m | 333.9 | 333.9 | 14.85 | False | None | None | False | None | False | 4958.415 | 0 |
| 3844756 | 146734 | None | 105 vol-2-12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. First floor | m | 337.24 | 337.24 | 14.85 | False | None | None | False | None | False | 5008.014 | 0 |
| 3844757 | 146734 | None | 105 vol-2-12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 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. Ground floor | Nos | 1066.8 | 1066.8 | 4.0 | False | None | None | False | None | False | 4267.2 | 0 |
| 3844758 | 146734 | None | 105 vol-2-12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 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. First floor | Nos | 1077.47 | 1077.47 | 4.0 | False | None | None | False | None | False | 4309.88 | 0 |
| 3844759 | 146734 | None | 23 vol-2-7.18 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. as per directions of Engineer-in-charge. | Cum | 2139.03 | 2139.03 | 0.87 | False | None | None | False | None | False | 1860.9561 | 0 |
| 3844760 | 146734 | None | 64 vol-2-9.30 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Ground floor | Sqm | 5594.4 | 5594.4 | 19.17 | False | None | None | False | None | False | 107244.648 | 0 |
| 3844761 | 146734 | None | 64 vol-2-9.30 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. First floor | Sqm | 5650.34 | 5650.34 | 14.98 | False | None | None | False | None | False | 84642.0932 | 0 |
| 3844762 | 146734 | None | 62 vol-2-9.21.2 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm. as per directions of Engineer-in-charge. Ground floor | Sqm | 1299.9 | 1299.9 | 92.84 | False | None | None | False | None | False | 120682.716 | 0 |
| 3844763 | 146734 | None | 62 vol-2-9.21.2 | Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm. as per directions of Engineer-in-charge. First floor | Sqm | 1312.9 | 1312.9 | 128.49 | False | None | None | False | None | False | 168694.521 | 0 |
| 3844764 | 146734 | None | 65 vol-2-9.38 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. as per directions of Engineer-in-charge. Ground floor | Sqm | 1461.6 | 1461.6 | 41.77 | False | None | None | False | None | False | 61051.032 | 0 |
| 3844765 | 146734 | None | 65 vol-2-9.38 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. as per directions of Engineer-in-charge. First floor | Sqm | 1476.22 | 1476.22 | 41.77 | False | None | None | False | None | False | 61661.7094 | 0 |
| 3844766 | 146734 | None | 60 vol-2-9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc.,complete. as per directions of Engineer-in-charge. Ground floor | Sqm | 933.45 | 933.45 | 8.5 | False | None | None | False | None | False | 7934.325 | 0 |
| 3844767 | 146734 | None | 60 vol-2-9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc.,complete. as per directions of Engineer-in-charge. First floor | Sqm | 942.78 | 942.78 | 8.5 | False | None | None | False | None | False | 8013.63 | 0 |
| 3844768 | 146734 | None | 50 vol-2-8.51 | Providing and applying white cement based putty of average thickness 1 mm, 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. Ground floor | Sqm | 105.0 | 105.0 | 281.68 | False | None | None | False | None | False | 29576.4 | 0 |
| 3844769 | 146734 | None | 50 vol-2-8.51 | Providing and applying white cement based putty of average thickness 1 mm, 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. First floor | Sqm | 106.05 | 106.05 | 272.54 | False | None | None | False | None | False | 28902.867 | 0 |
| 3844770 | 146734 | None | 50 vol-2-8.54.2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Ground floor | Sqm | 115.5 | 115.5 | 281.68 | False | None | None | False | None | False | 32534.04 | 0 |
| 3844771 | 146734 | None | 50 vol-2-8.54.2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. First floor | Sqm | 116.66 | 116.66 | 272.54 | False | None | None | False | None | False | 31794.5164 | 0 |
| 3844772 | 146734 | None | 46 vol-2-8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Ground floor | Sqm | 182.7 | 182.7 | 172.31 | False | None | None | False | None | False | 31481.037 | 0 |
| 3844773 | 146734 | None | 46 vol-2-8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. First floor | Sqm | 184.53 | 184.53 | 254.01 | False | None | None | False | None | False | 46872.4653 | 0 |
| 3844774 | 146734 | None | 47 vol-2-8.34..3 & 8.33.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete.
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Ground floor | Sqm | 198.45 | 198.45 | 24.21 | False | None | None | False | None | False | 4804.4745 | 0 |
| 3844775 | 146734 | None | 47 vol-2-8.34..3 & 8.33.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete.
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. First floor | Sqm | 200.43 | 200.43 | 34.41 | False | None | None | False | None | False | 6896.7963 | 0 |
| 3844776 | 146734 | None | Approved Rate | Providing Patti around doors, windows, ventilators and for parapet and compound wall etc., with cement mortar 1:3 and finished as per design and specification including scaffolding etc., complete including curing, cost and conveyance of all materials, cost of labour and equipment with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc,as per directions of Engineer-in-charge. | m | 30.0 | 30.0 | 60.0 | False | None | None | False | None | False | 1800.0 | 0 |
| 3844777 | 146734 | None | 49 vol-2-8.49 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and directions of Engineer-in-charge. | cm | 4.2 | 4.2 | 10000.0 | False | None | None | False | None | False | 42000.0 | 0 |
| 3844778 | 146734 | None | 44 vol-2-8.16a | KSRB 4-5 : Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. Specification No. KBS. as per directions of Engineer-in-charge. Ground floor | Sqm | 1299.9 | 1299.9 | 6.4 | False | None | None | False | None | False | 8319.36 | 0 |
| 3844779 | 146734 | None | 44 vol-2-8.16a | KSRB 4-5 : Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications. Specification No. KBS. as per directions of Engineer-in-charge. First flooor | Sqm | 1312.9 | 1312.9 | 6.4 | False | None | None | False | None | False | 8402.56 | 0 |
| 3844780 | 146734 | None | CSR 2021-22-64 vol-2 - 9.32 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.as per directions of Engineer-in-charge. | Sqm | 1202.25 | 1202.25 | 30.19 | False | None | None | False | None | False | 36295.9275 | 0 |
| 3844781 | 146734 | None | 26 vol-2-7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shapeand pitch of corrugation asapproved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277,in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheetand polyester top coat 15-18 microns. Sheet should have protective guardfilm of 25 microns minimum to avoid scratches during transportation andshould be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.as per directions of Engineer-in-charge. | Sqm | 596.4 | 596.4 | 91.4 | False | None | None | False | None | False | 54510.96 | 0 |
| 3844782 | 146734 | None | 26 vol-2-7.39.1 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self
tapping screws complete : Ridges plain (500 - 600mm)as per directions of Engineer-in-charge. | m | 473.55 | 473.55 | 30.0 | False | None | None | False | None | False | 14206.5 | 0 |
| 3844783 | 146734 | None | 26 vol-2-7.39.6 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self
tapping screws complete : Gutter (600 mm over all girth) as per directions of Engineer-in-charge. | m | 1127.7 | 1127.7 | 40.0 | False | None | None | False | None | False | 45108.0 | 0 |
| 3844784 | 146734 | None | 26 vol-2-11.16.2 | 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. | Kgs | 154.35 | 154.35 | 1096.8 | False | None | None | False | None | False | 169291.08 | 0 |
| 3844785 | 146734 | None | 6 vol-1-1.6.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m as per directions of Engineer-in-charge. | Cum | 508.2 | 508.2 | 9.45 | False | None | None | False | None | False | 4802.49 | 0 |
| 3844786 | 146734 | None | 7 vol-1-1.10 | 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 And directions of Engineer-in-charge. | Cum | 168.0 | 168.0 | 6.75 | False | None | None | False | None | False | 1134.0 | 0 |
| 3844787 | 146734 | None | 119 vol-2-13.31.2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -20 mm nominal dia Pipes as per directions of Engineer-in-charge. | m | 254.1 | 254.1 | 35.0 | False | None | None | False | None | False | 8893.5 | 0 |
| 3844788 | 146734 | None | 119 vol-2-13.31.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -32 mm nominal dia Pipesas per directions of Engineer-in-charge. | m | 420.0 | 420.0 | 10.0 | False | None | None | False | None | False | 4200.0 | 0 |
| 3844789 | 146734 | None | 119 vol-2-13.31.6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -50 mm nominal dia Pipes as per directions of Engineer-in-charge. | m | 820.05 | 820.05 | 15.0 | False | None | None | False | None | False | 12300.75 | 0 |
| 3844790 | 146734 | None | 113 vol-5-10.1.5 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia., 6 kg/sqcm & class 3
hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia., 6 kg/sqcm & class 3 as per directions of Engineer-in-charge. | m | 231.0 | 231.0 | 15.0 | False | None | None | False | None | False | 3465.0 | 0 |
| 3844791 | 146734 | None | 113 vol-5-10.1.7 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 as per directions of Engineer-in-charge. | m | 431.55 | 431.55 | 35.0 | False | None | None | False | None | False | 15104.25 | 0 |
| 3844792 | 146734 | None | Approved Rate | Providing & fixing Short body Cock. as per directions of Engineer-in-charge. | Each | 1250.0 | 1250.0 | 6.0 | False | None | None | False | None | False | 7500.0 | 0 |
| 3844793 | 146734 | None | Approved Rate | Providing & fixing Angle stop Cock. as per directions of Engineer-in-charge. | Each | 1250.0 | 1250.0 | 5.0 | False | None | None | False | None | False | 6250.0 | 0 |
| 3844794 | 146734 | None | Approved Rate | Providing & fixing wall Mixer. as per directions of Engineer-in-charge. | Each | 1350.0 | 1350.0 | 6.0 | False | None | None | False | None | False | 8100.0 | 0 |
| 3844795 | 146734 | None | Approved Rate | Providing & fixing Health faucet. | Each | 1350.0 | 1350.0 | 6.0 | False | None | None | False | None | False | 8100.0 | 0 |
| 3844796 | 146734 | None | 120 vol-2-13.46 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
* 100 mm inlet and 75 mm outlet
* Hubless centrifugally cast (spun) iron epoxy coated inside & outside
as per IS:15905 as per directions of Engineer-in-charge. | Each | 498.75 | 498.75 | 8.0 | False | None | None | False | None | False | 3990.0 | 0 |
| 3844797 | 146734 | None | 118 vol-2-13.22.1.2 | Providing and fixing PTMT grating of approved quality and colour. 125 mm nominal dia | Nos | 46.2 | 46.2 | 8.0 | False | None | None | False | None | False | 369.6 | 0 |
| 3844798 | 146734 | None | Approved Rate | Providing 10cms dia PVC cowl with cap of approved 1 st quality and make conforming to ISI specifications and fixing in position as directed (Rate includes cost of materials fixtures including conveyance charges to the work spot) including cost and conveyance of all materials, cost of labour and equipment, with all lead, lifts, loading and unloading and all other incidental charges required for successful completion of work as per approved specification,designs,drawings etc,. complete and directions of the Engineer in-charge of the work. | Nos | 105.0 | 105.0 | 2.0 | False | None | None | False | None | False | 210.0 | 0 |
| 3844799 | 146734 | None | 128 vol-2-14.31 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.as per directions of Engineer-in-charge. | Each | 1281.0 | 1281.0 | 4.0 | False | None | None | False | None | False | 5124.0 | 0 |
| 3844800 | 146734 | None | 128 vol-2-14.40.2 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. as per directions of Engineer-in-charge. | Each | 520.8 | 520.8 | 2.0 | False | None | None | False | None | False | 1041.6 | 0 |
| 3844801 | 146734 | None | 123 vol-2-14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid as per directions of Engineer-in-charge. | Each | 6275.85 | 6275.85 | 6.0 | False | None | None | False | None | False | 37655.1 | 0 |
| 3844802 | 146734 | None | 124 vol-2-14.7.1 &14.8 | 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.
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. as per directions of Engineer-in-charge. | Each | 4730.25 | 4730.25 | 4.0 | False | None | None | False | None | False | 18921.0 | 0 |
| 3844803 | 146734 | None | 115 vol-2-13.4.2 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end): 32 mm nominal bore as per directions of Engineer-in-charge. | Nos | 627.9 | 627.9 | 3.0 | False | None | None | False | None | False | 1883.7 | 0 |
| 3844804 | 146734 | None | 120 vol-2-13.34 | Providing and placing on terrace, polyethylene water storage tanks 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 of equipments and testing complete as per specifications. as per directions of Engineer-in-charge. | Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 |
| 3844805 | 146734 | None | M R | Wall bores in size stone masonry 45cm thick as per directions of Engineer-in-charge. | Each | 303.0 | 303.0 | 8.0 | False | None | None | False | None | False | 2424.0 | 0 |
| 3844806 | 146734 | None | M R | Wall bores in Brick masonry upto 45 cm thick. as per directions of Engineer-in-charge. | Each | 126.0 | 126.0 | 6.0 | False | None | None | False | None | False | 756.0 | 0 |
| 3844807 | 146734 | None | 191 vol-5-16.10 | Constructing brick masonry chamber of internal dimension 450x450mm 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.as per directions of Engineer-in-charge. | Each | 4447.8 | 4447.8 | 3.0 | False | None | None | False | None | False | 13343.4 | 0 |
| 3844808 | 146734 | None | 191 vol-5-16.9 | 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. as per directions of Engineer-in-charge. | Each | 5726.7 | 5726.7 | 2.0 | False | None | None | False | None | False | 11453.4 | 0 |
| 3844809 | 146734 | None | 8 vol-1-1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m as per directions of Engineer-in-charge. | Cum | 107.1 | 107.1 | 18.72 | False | None | None | False | None | False | 2004.912 | 0 |
| 3844810 | 146734 | None | 7 vol-1-1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.as per directions of Engineer-in-charge. | Cum | 279.3 | 279.3 | 4.86 | False | None | None | False | None | False | 1357.398 | 0 |
| 3844811 | 146734 | None | 15 vol-1-2.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates as per directions of Engineer-in-charge. | Cum | 5947.2 | 5947.2 | 1.4 | False | None | None | False | None | False | 8326.08 | 0 |
| 3844812 | 146734 | None | 15 vol-1-2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesFor footings as per directions of Engineer-in-charge. | Cum | 7185.02 | 7185.02 | 4.51 | False | None | None | False | None | False | 32404.4402 | 0 |
| 3844813 | 146734 | None | 17 vol-1-2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. For columns as per directions of Engineer-in-charge. | Cum | 7903.67 | 7903.67 | 0.87 | False | None | None | False | None | False | 6876.1929 | 0 |
| 3844814 | 146734 | None | 18 vol-1-2.11(a) | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) as per directions of Engineer-in-charge. | Tonne | 93929.85 | 93929.85 | 0.43 | False | None | None | False | None | False | 40389.8355 | 0 |
| 3844815 | 146734 | None | 15 vol-1-2.1.4 | 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 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications and directions of Engineer-in-charge. | Cum | 6527.85 | 6527.85 | 0.34 | False | None | None | False | None | False | 2219.469 | 0 |
| 3844816 | 146734 | None | 85 vol-5- 7.3 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. as per directions of Engineer-in-charge. | Each | 2247.0 | 2247.0 | 1.0 | False | None | None | False | None | False | 2247.0 | 0 |
| 3844817 | 146734 | None | 85 vol-5- 7.1.1 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm as per directions of Engineer-in-charge. | m | 4595.85 | 4595.85 | 2.3 | False | None | None | False | None | False | 10570.455 | 0 |
| 3844818 | 146734 | None | 41 vol-2-8.3.1 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm as per directions of Engineer-in-charge. | Sqm | 371.7 | 371.7 | 32.01 | False | None | None | False | None | False | 11898.117 | 0 |
| 3844819 | 146734 | None | Page-1-1.2.1-Vol-6 | 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 19-20 mm dia 2 mm thick as per directions of Engineer-in-charge. | m | 66.0 | 66.0 | 140.0 | False | None | None | False | None | False | 9240.0 | 0 |
| 3844820 | 146734 | None | Page-1-1.2.2-Vol-6 | 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 25 mm dia 2 mm thick as per directions of Engineer-in-charge. | m | 78.0 | 78.0 | 200.0 | False | None | None | False | None | False | 15600.0 | 0 |
| 3844821 | 146734 | None | Page-1-1.2.3-Vol-6 | 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 32 mm dia 2 mm thick as per directions of Engineer-in-charge. | m | 103.0 | 103.0 | 115.0 | False | None | None | False | None | False | 11845.0 | 0 |
| 3844822 | 146734 | None | Page-3-1.13-Vol-6 | Supplying And Fixing Metal Fan Box with Round Hook.as per directions of Engineer-in-charge. | No | 117.0 | 117.0 | 12.0 | False | None | None | False | None | False | 1404.0 | 0 |
| 3844823 | 146734 | None | Page-1-1.3.1-Vol-6 | 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19-20 mm dia 2 mm thick as per directions of Engineer-in-charge. | m | 68.0 | 68.0 | 120.0 | False | None | None | False | None | False | 8160.0 | 0 |
| 3844824 | 146734 | None | Page-1-1.3.2-Vol-6 | 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick as per directions of Engineer-in-charge. | m | 79.0 | 79.0 | 200.0 | False | None | None | False | None | False | 15800.0 | 0 |
| 3844825 | 146734 | None | Page-1-1.3.3-Vol-6 | 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 upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 32 mm dia 2 mm thick as per directions of Engineer-in-charge. | m | 99.0 | 99.0 | 60.0 | False | None | None | False | None | False | 5940.0 | 0 |
| 3844826 | 146734 | None | Page-17-5.19.8-Vol-6 | Supplying and fixing regular MCB distribution boards on wall-ood 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.-8 Way SP & N as per directions of Engineer-in-charge. | Each | 1854.0 | 1854.0 | 2.0 | False | None | None | False | None | False | 3708.0 | 0 |
| 3844827 | 146734 | None | Page-7-3.4.1-Vol-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 1-2 Way as per directions of Engineer-in-charge. | Each | 138.0 | 138.0 | 20.0 | False | None | None | False | None | False | 2760.0 | 0 |
| 3844828 | 146734 | None | Page-7-3.4.3-Vol-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 4-5 Way as per directions of Engineer-in-charge. | Each | 177.0 | 177.0 | 4.0 | False | None | None | False | None | False | 708.0 | 0 |
| 3844829 | 146734 | None | Page-7-3.4.4-Vol-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 6 Way as per directions of Engineer-in-charge. | Each | 220.0 | 220.0 | 6.0 | False | None | None | False | None | False | 1320.0 | 0 |
| 3844830 | 146734 | None | Page-7-3.4.5-Vol-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 8 Way as per directions of Engineer-in-charge. | Each | 261.0 | 261.0 | 12.0 | False | None | None | False | None | False | 3132.0 | 0 |
| 3844831 | 146734 | None | Page-7-3.4.6-Vol-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 10-12 Way as per directions of Engineer-in-charge. | Each | 319.0 | 319.0 | 4.0 | False | None | None | False | None | False | 1276.0 | 0 |
| 3844832 | 146734 | None | Page-4-2.2.1-Vol-6 | 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 as per directions of Engineer-in-charge. | Point | 269.0 | 269.0 | 20.0 | False | None | None | False | None | False | 5380.0 | 0 |
| 3844833 | 146734 | None | Page-4-2.2.2-Vol-6 | 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 as per directions of Engineer-in-charge. | Point | 379.0 | 379.0 | 35.0 | False | None | None | False | None | False | 13265.0 | 0 |
| 3844834 | 146734 | None | Page-4-2.2.3-Vol-6 | 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. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box as per directions of Engineer-in-charge. | Point | 555.0 | 555.0 | 15.0 | False | None | None | False | None | False | 8325.0 | 0 |
| 3844835 | 146734 | None | Page-4-2.3.2-Vol-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- 694:2010 1.5 mm2 as per directions of Engineer-in-charge. | m | 26.0 | 26.0 | 680.0 | False | None | None | False | None | False | 17680.0 | 0 |
| 3844836 | 146734 | None | Page-4-2.3.3-Vol-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-694:2010 2.5 mm2 as per directions of Engineer-in-charge. | m | 42.0 | 42.0 | 1590.0 | False | None | None | False | None | False | 66780.0 | 0 |
| 3844837 | 146734 | None | Page-4-2.3.4-Vol-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-694:2010 4 mm2 as per directions of Engineer-in-charge. | m | 63.0 | 63.0 | 400.0 | False | None | None | False | None | False | 25200.0 | 0 |
| 3844838 | 146734 | None | Page-4-2.3.5-Vol-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-694:2010 6 mm2 as per directions of Engineer-in-charge. | m | 92.0 | 92.0 | 120.0 | False | None | None | False | None | False | 11040.0 | 0 |
| 3844839 | 146734 | None | Page-7-3.5.1-Vol-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. 1 to 2 Module as per directions of Engineer-in-charge. | Each | 137.0 | 137.0 | 20.0 | False | None | None | False | None | False | 2740.0 | 0 |
| 3844840 | 146734 | None | Page-7-3.5.3-Vol-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. 4 Module as per directions of Engineer-in-charge. | Each | 175.0 | 175.0 | 4.0 | False | None | None | False | None | False | 700.0 | 0 |
| 3844841 | 146734 | None | Page-7-3.5.4-Vol-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. 6 Module as per directions of Engineer-in-charge. | Each | 234.0 | 234.0 | 6.0 | False | None | None | False | None | False | 1404.0 | 0 |
| 3844842 | 146734 | None | Page-7-3.5.5-Vol-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. 8 Module as per directions of Engineer-in-charge. | Each | 284.0 | 284.0 | 12.0 | False | None | None | False | None | False | 3408.0 | 0 |
| 3844843 | 146734 | None | Page-7-3.5.6-Vol-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. 8 Module as per directions of Engineer-in-charge. | Each | 344.0 | 344.0 | 4.0 | False | None | None | False | None | False | 1376.0 | 0 |
| 3844844 | 146734 | None | Page-8-3.6.1-Vol-6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch as per directions of Engineer-in-charge. | Each | 102.0 | 102.0 | 120.0 | False | None | None | False | None | False | 12240.0 | 0 |
| 3844845 | 146734 | None | Page-8-3.6.2-Vol-6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch as per directions of Engineer-in-charge. | Each | 166.0 | 166.0 | 4.0 | False | None | None | False | None | False | 664.0 | 0 |
| 3844846 | 146734 | None | Page-8-3.6.3-Vol-6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket as per directions of Engineer-in-charge. | Each | 171.0 | 171.0 | 45.0 | False | None | None | False | None | False | 7695.0 | 0 |
| 3844847 | 146734 | None | Page-8-3.6.4-Vol-6 | 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 as per directions of Engineer-in-charge. | Each | 357.0 | 357.0 | 12.0 | False | None | None | False | None | False | 4284.0 | 0 |
| 3844848 | 146734 | None | Page-8-3.6.7-Vol-6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch as per directions of Engineer-in-charge. | Each | 180.0 | 180.0 | 4.0 | False | None | None | False | None | False | 720.0 | 0 |
| 3844849 | 146734 | None | Page-8-3.6.10-Vol-6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6-16A Universal Socket as per directions of Engineer-in-charge. | Each | 236.0 | 236.0 | 4.0 | False | None | None | False | None | False | 944.0 | 0 |
| 3844850 | 146734 | None | Page-46-11.15-Vol-6 | Supplying and fixing of LED Bulkhead of 10W with IP65 protection
and IK 08 impact resistance suitable for surface and wall mounting
applications. as per directions of Engineer-in-charge. | Each | 842.0 | 842.0 | 2.0 | False | None | None | False | None | False | 1684.0 | 0 |
| 3844851 | 146734 | None | Page-9-3.14.7-Vol-6 | Supplying And fixing-replacing of 6-16-32A electrical accessories on existing switch board. 6A Batten Holder as per directions of Engineer-in-charge. | No | 74.0 | 74.0 | 46.0 | False | None | None | False | None | False | 3404.0 | 0 |
| 3844852 | 146734 | None | Page-29-6.1-Vol-6 | 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. as per directions of Engineer-in-charge. | Each | 1492.0 | 1492.0 | 6.0 | False | None | None | False | None | False | 8952.0 | 0 |
| 3844853 | 146734 | None | Page-29-6.3.1-Vol-6 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular model as per directions of Engineer-in-charge. | Each | 2984.0 | 2984.0 | 12.0 | False | None | None | False | None | False | 35808.0 | 0 |
| 3844854 | 146734 | None | Page-43-11.4.3-Vol-6 | Supplying of recess mounting non integrated type LED down
light...... W luminaire comprising of pressure decast- extruded
aluminium housing, with spring loaded false ceiling clamps, LED
of Power-COB with CCT 6500 degree K, CRI- 70%. efficacy
-100 lumen per W, 120degree beam spread, life- 25000 burning
hours and Compliance to IS10322-IEC 60598, LM 79 & LM 80.
The lamp compartment is enclosed with anti glare opal diffuser
which enhances the lighting level. LED's 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. 15-18W as per directions of Engineer-in-charge. | Each | 1671.0 | 1671.0 | 4.0 | False | None | None | False | None | False | 6684.0 | 0 |
| 3844855 | 146734 | None | Page-42-11.3.2-Vol-6 | Supplying of .....feet -PVC Batten with integrated LED tube 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 4' - 20-22 W as per directions of Engineer-in-charge. | Each | 690.0 | 690.0 | 35.0 | False | None | None | False | None | False | 24150.0 | 0 |
| 3844856 | 146734 | None | Page-46-11.11.7-Vol-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 watt, 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 wattage., 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 volts. BIS Approved and Tested by NABL-CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 18W, 6500K as per directions of Engineer-in-charge. | Each | 426.0 | 426.0 | 10.0 | False | None | None | False | None | False | 4260.0 | 0 |
| 3844857 | 146734 | None | Page-55-13.7.1-Vol-6 | 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 clamps.On wall- ceiling - Rafter - Girders as per directions of Engineer-in-charge. | Each | 122.0 | 122.0 | 36.0 | False | None | None | False | None | False | 4392.0 | 0 |
| 3844858 | 146734 | None | Page-56-13.10-Vol-6 | Fixing a ceiling - Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 - 0.0076 inch PVC insulated twin twisted copper wire and wiring. as per directions of Engineer-in-charge. | Each | 171.0 | 171.0 | 12.0 | False | None | None | False | None | False | 2052.0 | 0 |
| 3844859 | 146734 | None | Page-56-13.14-Vol-6 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23-0.0076 inch PVC insulated twin core wire. as per directions of Engineer-in-charge. | Each | 492.0 | 492.0 | 6.0 | False | None | None | False | None | False | 2952.0 | 0 |
| 3844860 | 146734 | None | Page-47-12.2.1-Vol-6 | Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote, Ding Dong Bell as per directions of Engineer-in-charge. | Each | 246.0 | 246.0 | 2.0 | False | None | None | False | None | False | 492.0 | 0 |
| 3844861 | 146734 | None | Page-16-5.18.4-Vol-6 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON-OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A DP as per directions of Engineer-in-charge. | Each | 739.0 | 739.0 | 8.0 | False | None | None | False | None | False | 5912.0 | 0 |
| 3844862 | 146734 | None | Page-17-5.20.1-Vol-6 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240-450V upto 300mA sensitivity on existing wood- panel board.16A-25A 2 pole as per directions of Engineer-in-charge. | Each | 4277.0 | 4277.0 | 2.0 | False | None | None | False | None | False | 8554.0 | 0 |
| 3844863 | 146734 | None | Page-5-3.6.12-P-1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.TV-Telephone Socket as per directions of Engineer-in-charge. | Each | 147.0 | 147.0 | 2.0 | False | None | None | False | None | False | 294.0 | 0 |
| 3844864 | 146734 | None | Page-5-3.6.13-P-1 | 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 as per directions of Engineer-in-charge. | Each | 211.0 | 211.0 | 12.0 | False | None | None | False | None | False | 2532.0 | 0 |
| 3844865 | 146734 | None | Page- 27-8.1-P-1 | Supplying and drawing UTP-CAT 6E LAN cable. as per directions of Engineer-in-charge. | MT | 34.0 | 34.0 | 240.0 | False | None | None | False | None | False | 8160.0 | 0 |
| 3844866 | 146734 | None | Page- 27-8.2.2-P-1 | Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 2 Pair as per directions of Engineer-in-charge. | Mtr | 19.0 | 19.0 | 80.0 | False | None | None | False | None | False | 1520.0 | 0 |
| 3844867 | 146734 | None | Page- 27-8.4.4-P-1 | Supplying & Fixing of switch mounting rack with power manager & Cable manager. 12U with 450 mm depth as per directions of Engineer-in-charge. | Each | 9271.0 | 9271.0 | 1.0 | False | None | None | False | None | False | 9271.0 | 0 |
| 3844868 | 146734 | None | Page- 27-8.9.1-P-1 | Supplying fixing of Network Switches. 16 port 10-100-1000 Switch as per directions of Engineer-in-charge. | Each | 7156.0 | 7156.0 | 1.0 | False | None | None | False | None | False | 7156.0 | 0 |
| 3844869 | 146734 | None | Page- 27-8.10.1-P-1 | Supplying & fixing of I-O socket with back box. Single I-O as per directions of Engineer-in-charge. | Each | 405.0 | 405.0 | 12.0 | False | None | None | False | None | False | 4860.0 | 0 |
| 3844870 | 146734 | None | Page-17-5.7.3-Vol-6 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden-panel using necessary nuts, bolts and washers. 63 Amps as per directions of Engineer-in-charge. | Each | 401.0 | 401.0 | 3.0 | False | None | None | False | None | False | 1203.0 | 0 |
| 3844871 | 146734 | None | Page-16-5.18.7-Vol-6 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON-OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898-6-32 A TPN as per directions of Engineer-in-charge. | Each | 1717.0 | 1717.0 | 1.0 | False | None | None | False | None | False | 1717.0 | 0 |
| 3844872 | 146734 | None | Page-17-5.21-Vol-6 | 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. as per directions of Engineer-in-charge. | Each | 9255.0 | 9255.0 | 1.0 | False | None | None | False | None | False | 9255.0 | 0 |
| 3844873 | 146734 | None | Page-18-5.29-Vol-6 | Supplying, fixing and wiring 3 Phase Digital Ammeter -Voltmeter as per directions of Engineer-in-charge. | Each | 1425.0 | 1425.0 | 1.0 | False | None | None | False | None | False | 1425.0 | 0 |
| 3844874 | 146734 | None | Page-19-5.42.2-Vol-6 | 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 clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete-16 SWG as per directions of Engineer-in-charge. | cm | 0.43 | 0.43 | 16000.0 | False | None | None | False | None | False | 6880.0 | 0 |
| 3844875 | 146734 | None | Page-2-1.9.2-Vol-6 | Supplying PVC 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 300 mm using NF screws and on either end of the pipe terminated completely 25 mm as per directions of Engineer-in-charge. | m | 22.0 | 22.0 | 10.0 | False | None | None | False | None | False | 220.0 | 0 |
| 3844876 | 146734 | None | ESR-19-20-6.18.6 | Supplying and running GI-Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas-spacers etc. 8 SWG Copper Wire. as per directions of Engineer-in-charge. | Mtr | 105.0 | 105.0 | 20.0 | False | None | None | False | None | False | 2100.0 | 0 |
| 3844877 | 146734 | None | Page-53-12.56-Vol-6 | Supplying, fixing, wiring, earth electrode for grounding conduits,
I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm allround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts,
washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia as per directions of Engineer-in-charge. | No | 3510.0 | 3510.0 | 2.0 | False | None | None | False | None | False | 7020.0 | 0 |
| 3844878 | 146734 | None | ESR-Page-21-32.05-Vol-6 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms-Kms (Max) as per IS-3975. 4 core 16 sq mm as per directions of Engineer-in-charge. | Km | 141842.0 | 141842.0 | 0.08 | False | None | None | False | None | False | 11347.36 | 0 |
| 3844879 | 146734 | None | ESR-Page-60-21.05-Vol-6 | Laying of LT 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 as per directions of Engineer-in-charge. | Km | 20886.0 | 20886.0 | 0.08 | False | None | None | False | None | False | 1670.88 | 0 |
| 3844880 | 146734 | None | CSR-Page-6-1.6.1-Vol-1 | Earth work excavation for pipelines-cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m as per directions of Engineer-in-charge. | m | 484.0 | 484.0 | 40.0 | False | None | None | False | None | False | 19360.0 | 0 |
| 3844881 | 146734 | None | ESR-35.01-Vol-6 | Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable-Up to 4C x 50 Sqmm as per directions of Engineer-in-charge. | Set | 324.0 | 324.0 | 2.0 | False | None | None | False | None | False | 648.0 | 0 |
| 3844882 | 146734 | None | ESR-63.04-Vol-6 | cable gland-45 mm dia as per directions of Engineer-in-charge. | Each | 197.0 | 197.0 | 2.0 | False | None | None | False | None | False | 394.0 | 0 |
| 3844883 | 146734 | None | Page-45-11.8.2-Vol-6 | Supply of 40 watts 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 Efficiency-1301m-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 above should be given by LED manufacturer & Cree-Nichia- Lumileds-Osram make LED Source.-LED Streetlight 40W | Each | 4024.0 | 4024.0 | 1.0 | False | None | None | False | None | False | 4024.0 | 0 |
| 3844884 | 146734 | None | Page-55-13.1.1-Vol-6 | Supplying and Fixing of mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole - wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe as per directions of Engineer-in-charge. | Each | 978.0 | 978.0 | 1.0 | False | None | None | False | None | False | 978.0 | 0 |
| 3844885 | 146734 | None | CSR-page-157-13.40.2-Vol-5 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 2 HP, Size 2 HP, Size 50x40 Head 22M, Discharge 186 LPM as per directions of Engineer-in-charge. | Each | 16993.0 | 16993.0 | 1.0 | False | None | None | False | None | False | 16993.0 | 0 |
| 3844886 | 146734 | None | Page-6-2.6.1-Vol-6 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990. 3C x 2.5 sq mm as per directions of Engineer-in-charge. | Mtr | 117.0 | 117.0 | 22.0 | False | None | None | False | None | False | 2574.0 | 0 |
| 3844887 | 146734 | None | Page-13-5.1-Vol-6 | 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 volts 1-3 phase motor upto 5 HP. | Each | 1927.0 | 1927.0 | 1.0 | False | None | None | False | None | False | 1927.0 | 0 |
| 3844888 | 146734 | None | Page-13-5.3-Vol-6 | Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor up to 20 HP capacities. as per directions of Engineer-in-charge. | Each | 904.02 | 904.02 | 1.0 | False | None | None | False | None | False | 904.02 | 0 |
| 3844889 | 146734 | None | CSR-Page-154-13.25.1-Vol-5 | Supply and delivery at site of brand new best make non-return valve as per IS 778-1984 with ISI Mark and as per its latest amendments-50 mm dia as per directions of Engineer-in-charge. | No | 1250.0 | 1250.0 | 1.0 | False | None | None | False | None | False | 1250.0 | 0 |