| 1706875191000 | 0 | None | None | Buildings | Construction of Aganwadi Building at Police Quaters in Kamalapur | 1525118.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2408512 | 71933 | None | 001 | Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and 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 and other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD CSR VOL I for the year 2021-22. I. No. 1.12 P.No. 08 ) | Cum | 68.25 | 68.25 | 15.0 | False | None | None | False | None | False | 1023.75 | 0 | | 2408513 | 71933 | None | 002 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. (PWD CSR VOL I for the year 2021-22. I. No. 1.14.1 P.No. 08 ) | Cum | 76.65 | 76.65 | 43.08 | False | None | None | False | None | False | 3302.082 | 0 | | 2408514 | 71933 | None | 003 | 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.1.3 P.No. 15) | Cum | 5831.7 | 5831.7 | 1.58 | False | None | None | False | None | False | 9214.086 | 0 | | 2408515 | 71933 | None | 004 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR VOL I for the year 2021-22. I. No. 2.4.2 P.No. 17) | Cum | 6454.39 | 6454.39 | 6.34 | False | None | None | False | None | False | 40920.8326 | 0 | | 2408516 | 71933 | None | 005 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR VOL I for the year 2021-22. I. No. 2.4.2 P.No. 17) | Cum | 10652.88 | 10652.88 | 0.91 | False | None | None | False | None | False | 9694.1208 | 0 | | 2408517 | 71933 | None | 006 | 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.1.3 P.No. 15) | Cum | 5831.74 | 5831.74 | 1.59 | False | None | None | False | None | False | 9272.4666 | 0 | | 2408518 | 71933 | None | 007 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR for Buildings VOL II for the year 2021-22. I. No. 5.1.1 P.No. 09) | Cum | 4987.5 | 4987.5 | 7.15 | False | None | None | False | None | False | 35660.625 | 0 | | 2408519 | 71933 | None | 008 | 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.1.4 P.No. 15) | Cum | 6014.4 | 6014.4 | 1.19 | False | None | None | False | None | False | 7157.136 | 0 | | 2408520 | 71933 | None | 009 | 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.1.3 P.No. 15) | Cum | 5831.7 | 5831.7 | 0.33 | False | None | None | False | None | False | 1924.461 | 0 | | 2408521 | 71933 | None | 010 | 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 and other incidental charges complete as per the direction of engineer incharge of work. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 6.2 P.No. 13) | Cum | 7030.8 | 7030.8 | 5.55 | False | None | None | False | None | False | 39020.94 | 0 | | 2408522 | 71933 | None | 011 | 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.1.4 P.No. 15) | Cum | 6014.4 | 6014.4 | 0.61 | False | None | None | False | None | False | 3668.784 | 0 | | 2408523 | 71933 | None | 012 | 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,usageand all other appurtenaces required to complete the work. (PWD SR for Buildings VOL I for the year 2021-22. I. No. 1.8 P.No. 7) | Cum | 401.0 | 401.0 | 76.34 | False | None | None | False | None | False | 30612.34 | 0 | | 2408524 | 71933 | None | 013 | 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 and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.1.3 P.No. 15) | Cum | 5831.7 | 5831.7 | 6.53 | False | None | None | False | None | False | 38081.001 | 0 | | 2408525 | 71933 | None | 014 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR VOL I for the year 2021-22. I. No. 2.4.2 P.No. 17) | Cum | 9399.6 | 9399.6 | 4.59 | False | None | None | False | None | False | 43144.164 | 0 | | 2408526 | 71933 | None | 015 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.5.1 P.No. 17) | Cum | 11034.87 | 11034.87 | 1.6 | False | None | None | False | None | False | 17655.792 | 0 | | 2408527 | 71933 | None | 016 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 6.8 P.No. 14) | Cum | 7024.5 | 7024.5 | 26.84 | False | None | None | False | None | False | 188537.58 | 0 | | 2408528 | 71933 | None | 017 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 6.15 P.No. 14) | Sqm | 909.3 | 909.3 | 18.38 | False | None | None | False | None | False | 16712.934 | 0 | | 2408529 | 71933 | None | 018 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.5.1 P.No. 17) | Cum | 10385.76 | 10385.76 | 1.92 | False | None | None | False | None | False | 19940.6592 | 0 | | 2408530 | 71933 | None | 019 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.5.1 P.No. 17) | Cum | 9412.1 | 9412.1 | 0.46 | False | None | None | False | None | False | 4329.566 | 0 | | 2408531 | 71933 | None | 020 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.5.1 P.No. 17) | Cum | 11034.87 | 11034.87 | 0.42 | False | None | None | False | None | False | 4634.6454 | 0 | | 2408532 | 71933 | None | 021 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.5.1 P.No. 17) | Cum | 10385.76 | 10385.76 | 4.25 | False | None | None | False | None | False | 44139.48 | 0 | | 2408533 | 71933 | None | 022 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2021-22. I. No. 2.5.1 P.No. 17) | Cum | 9736.65 | 9736.65 | 10.06 | False | None | None | False | None | False | 97950.699 | 0 | | 2408534 | 71933 | None | 023 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 6.15 P.No. 14) | Sqm | 909.3 | 909.3 | 22.99 | False | None | None | False | None | False | 20904.807 | 0 | | 2408535 | 71933 | None | 024 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.1.2 P.No. 41) | Sqm | 207.9 | 207.9 | 63.82 | False | None | None | False | None | False | 13268.178 | 0 | | 2408536 | 71933 | None | 025 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.1.1 P.No. 41) | Sqm | 223.65 | 223.65 | 194.91 | False | None | None | False | None | False | 43591.6215 | 0 | | 2408537 | 71933 | None | 026 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.8 P.No. 42) | Sqm | 322.35 | 322.35 | 203.94 | False | None | None | False | None | False | 65740.059 | 0 | | 2408538 | 71933 | None | 027 | 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.5.2 P.No. 42) | Sqm | 308.7 | 308.7 | 31.64 | False | None | None | False | None | False | 9767.268 | 0 | | 2408539 | 71933 | None | 028 | 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.51 P.No. 50) | Sqm | 87.15 | 87.15 | 72.84 | False | None | None | False | None | False | 6348.006 | 0 | | 2408540 | 71933 | None | 029 | 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.13.2 P.No. 100) | Cum | 64683.15 | 64683.15 | 0.39 | False | None | None | False | None | False | 25226.4285 | 0 | | 2408541 | 71933 | None | 030 | 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 specification. 35 mm thick both side commercial (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.57.6 P.No. 106) | Sqm | 3091.2 | 3091.2 | 9.45 | False | None | None | False | None | False | 29211.84 | 0 | | 2408542 | 71933 | None | 031 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.60 P.No. 107) | Nos | 873.6 | 873.6 | 5.0 | False | None | None | False | None | False | 4368.0 | 0 | | 2408543 | 71933 | None | 032 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.58 P.No. 107) | Nos | 114.45 | 114.45 | 5.0 | False | None | None | False | None | False | 572.25 | 0 | | 2408544 | 71933 | None | 033 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.62 P.No. 107) | Nos | 183.75 | 183.75 | 5.0 | False | None | None | False | None | False | 918.75 | 0 | | 2408545 | 71933 | None | 034 | Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top and bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail, lock rail and bottom rail on either side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc., Complete as per manufacturers specification and direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with one side prelam (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.55.2 P.No. 106) | Sqm | 2998.8 | 2998.8 | 3.0 | False | None | None | False | None | False | 8996.4 | 0 | | 2408546 | 71933 | None | 035 | 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 11.34B P.No. 85) | Kg | 164.85 | 164.85 | 111.51 | False | None | None | False | None | False | 18382.4235 | 0 | | 2408547 | 71933 | None | 036 | Providing and fixing of 2track x 2panel sliding windows made out of multi chambered UPVC(Matching to RAL9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile throughout the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware and single point locking system with Crescent Locks. Wall thickness of frame and sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor TandP's shall not be made) (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.84 P.No. 110) | Sqm | 4319.7 | 4319.7 | 3.96 | False | None | None | False | None | False | 17106.012 | 0 | | 2408548 | 71933 | None | 037 | Providing and fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL9016) 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 TandP's shall not be made) (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.85 P.No. 110) | Sqm | 5113.5 | 5113.5 | 1.35 | False | None | None | False | None | False | 6903.225 | 0 | | 2408549 | 71933 | None | 038 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 600x600 mm (PWD SR for Buildings VOL II for the year 2021-22. I. No. 9.17.2 P.No. 61) | Sqm | 1157.1 | 1157.1 | 45.62 | False | None | None | False | None | False | 52786.902 | 0 | | 2408550 | 71933 | None | 039 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick 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 pigment etc., complete. (CSR for Buildings VOL II for the year 2021-22. I. No. 9.9 P.No. 60) | Sqm | 635.25 | 635.25 | 10.5 | False | None | None | False | None | False | 6670.125 | 0 | | 2408551 | 71933 | None | 040 | 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 9.11 P.No. 60) | Sqm | 800.1 | 800.1 | 20.16 | False | None | None | False | None | False | 16130.016 | 0 | | 2408552 | 71933 | None | 041 | Providing skirting, dadooing, rises of steps with colour 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 9.39 P.No. 65) | Sqm | 1088.85 | 1088.85 | 32.72 | False | None | None | False | None | False | 35627.172 | 0 | | 2408553 | 71933 | None | 042 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 over an under coat of primer applied @ 0.80 ltr/10 m 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.33.3 P.No. 47) | Sqm | 111.3 | 111.3 | 5.31 | False | None | None | False | None | False | 591.003 | 0 | | 2408554 | 71933 | None | 043 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifica over and including one coat of Special primer applied @ 0.75 ltr /10 m 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.33.1 P.No. 46) | Sqm | 123.9 | 123.9 | 194.91 | False | None | None | False | None | False | 24149.349 | 0 | | 2408555 | 71933 | None | 044 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m over and including one coat of Special primer applied @ 0.75 ltr /10 m 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.33.1 P.No. 46) | Sqm | 123.9 | 123.9 | 63.82 | False | None | None | False | None | False | 7907.298 | 0 | | 2408556 | 71933 | None | 045 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m over and including riming coat of exterior primer applied @ 2.20 kg/10 m 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. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 8.30 P.No. 46) | Sqm | 142.8 | 142.8 | 203.94 | False | None | None | False | None | False | 29122.632 | 0 | | 2408557 | 71933 | None | 046 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(CSR, 2021-22, VOL-II,Item No. 11.2, Pg. No. 75 As per 4th Quarter Issue Rate). | Kg | 106.05 | 106.05 | 189.55 | False | None | None | False | None | False | 20101.7775 | 0 | | 2408558 | 71933 | None | 047 | Providing and fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts and nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick Flat (PWD SR for Buildings VOL II for the year 2021-22. I. No. 7.33.2 P.No. 26) | Sqm | 927.15 | 927.15 | 21.0 | False | None | None | False | None | False | 19470.15 | 0 | | 2408559 | 71933 | None | 048 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (CSR for Buildings VOL II for the year 2021-22. I. No. 11.32 P.No. 84) | Tonne | 96.6 | 96.6 | 3006.16 | False | None | None | False | None | False | 290395.056 | 0 | | 2408560 | 71933 | None | 049 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab = 0.50 m2 CSR for the year 2021-22. No.10.1.1 P.No.68 | Sqm | 3624.6 | 3624.6 | 1.2 | False | None | None | False | None | False | 4349.52 | 0 | | 2408561 | 71933 | None | 050 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x 250 mm CSR for the year 2021-22. No.14.9.1 P.No.125 | Each | 2640.75 | 2640.75 | 1.0 | False | None | None | False | None | False | 2640.75 | 0 | | 2408562 | 71933 | None | 051 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a 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. (CSR for Buildings VOL II for the year 2021-22. I. No. 9.31 P.No.64) | Tonne | 1141.35 | 1141.35 | 18.0 | False | None | None | False | None | False | 20544.3 | 0 | | 2408563 | 71933 | None | 052 | Supplying heavy gauge PVC conduit pipe 19/20 mm dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. (PWD - Part I - Electrical Works SR for the year 2022-23. I. No. 1.1.1 P.No. 01 of 47 ) | m | 68.0 | 68.0 | 40.0 | False | None | None | False | None | False | 2720.0 | 0 | | 2408564 | 71933 | None | 053 | Providing and placing on terrace (on all floor levels), polyethylene water storage tanks IS: 12701 marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank (PWD SR for Buildings VOL II for the year 2021-22. I. No. 13.34 1st Addenda w.e.f 21.04.2022) | Ltr | 8.4 | 8.4 | 500.0 | False | None | None | False | None | False | 4200.0 | 0 | | 2408565 | 71933 | None | 054 | Supplying PVC ring tight 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 (WS and UGD Works CSR for the year 2021-22. No. 1.7 SOR CODE : M010G P.No.134) | m | 413.7 | 413.7 | 5.0 | False | None | None | False | None | False | 2068.5 | 0 | | 2408566 | 71933 | None | 055 | 40MM Dia Pipe over terrace distribution from Tank | m | 492.45 | 492.45 | 5.0 | False | None | None | False | None | False | 2462.25 | 0 | | 2408567 | 71933 | None | 056 | 25mm dia Pipe in W/C | m | 499.8 | 499.8 | 20.0 | False | None | None | False | None | False | 9996.0 | 0 | | 2408568 | 71933 | None | 057 | 20mm dia Pipe in W/C | m | 391.65 | 391.65 | 3.0 | False | None | None | False | None | False | 1174.95 | 0 | | 2408569 | 71933 | None | 058 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15mm C.P. brass pillar tap (PWD SR for Buildings VOL II for the year 2021-22. I. No. 14.7.2 Page No. 124) | Each | 2263.8 | 2263.8 | 1.0 | False | None | None | False | None | False | 2263.8 | 0 | | 2408570 | 71933 | None | 059 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore (PWD SR for Buildings VOL II for the year 2021-22. I. No. 13.2.1 Page No. 115) | Nos | 342.3 | 342.3 | 3.0 | False | None | None | False | None | False | 1026.9 | 0 | | 2408571 | 71933 | None | 060 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : 14.13.1 Long pattern W.C. pan of size 580 mm (PWD SR for Buildings VOL II for the year 2021-22. I. No. 14.13.1 P.No. 126) | Each | 1210.65 | 1210.65 | 2.0 | False | None | None | False | None | False | 2421.3 | 0 | | 2408572 | 71933 | None | 061 | Constructing brick masonry chamber of internal dimension 600x600 mm and depth of 600 mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150 mm thick with 1:3:6, lastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75 mm thick for fixing CI cover and frame etc. excluding the cost of CI frame and cover. WS and UGD Works CSR for the year 2021-22. No. 9 SOR CODE: T130B P.No.187 | Nos | 5225.85 | 5225.85 | 1.0 | False | None | None | False | None | False | 5225.85 | 0 | | 2408573 | 71933 | None | 062 | 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 (Elec SR -2022-23) P.No.2, I.No.1.2 (1.2.2) (25mm dia 2mm thick) | Mtr | 70.0 | 70.0 | 15.0 | False | None | None | False | None | False | 1050.0 | 0 | | 2408574 | 71933 | None | 063 | Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. (Elec SR -2022-23) P.No.2, I.No.1.3 (1.3.2) (25mm dia 2mm thick)(Groove) | Mtr | 80.0 | 80.0 | 15.0 | False | None | None | False | None | False | 1200.0 | 0 | | 2408575 | 71933 | None | 064 | Supplying and fixing PVC/metal conduit Deep junction box (Elec SR -2022-23)P.No.2 and 3, I.No.1.5(1.5.2) (25mm dia 2mm thick) | Mtr | 51.0 | 51.0 | 8.0 | False | None | None | False | None | False | 408.0 | 0 | | 2408576 | 71933 | None | 065 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete. (Elec SR -2022-23)P.No.3, I.No.1.6 (1,6.3) (10"x7"x3") | Each | 101.0 | 101.0 | 2.0 | False | None | None | False | None | False | 202.0 | 0 | | 2408577 | 71933 | None | 066 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete. (Elec SR -2022-23)P.No.3, I.No.1.6 (1,6.4) (8"x6"x3") | Each | 75.0 | 75.0 | 2.0 | False | None | None | False | None | False | 150.0 | 0 | | 2408578 | 71933 | None | 067 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete. (Elec SR -2022-23)P.No.3, I.No.1.6 (1,6.5) (4"x4"x3") | Each | 69.0 | 69.0 | 2.0 | False | None | None | False | None | False | 138.0 | 0 | | 2408579 | 71933 | None | 068 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete. (Elec SR -2022-23)P.No.3, I.No.1.6.2 (Fan Box) | No | 105.0 | 105.0 | 3.0 | False | None | None | False | None | False | 315.0 | 0 | | 2408580 | 71933 | None | 069 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. GROUP A (Elec SR -2022-23)P.No.5, I.No.2.1 (2.1.1) (Point Wiring) | Point | 276.0 | 276.0 | 3.0 | False | None | None | False | None | False | 828.0 | 0 | | 2408581 | 71933 | None | 070 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. GROUP A. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch (Elec SR -2022-23)P.No.5, I.No.2.1 (2.1.2) (Point Wiring) | Point | 386.0 | 386.0 | 3.0 | False | None | None | False | None | False | 1158.0 | 0 | | 2408582 | 71933 | None | 071 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. GROUP A. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch(Elec SR -2022-23)P.No.5, I.No.2.1 (2.1.3) (Point Wiring) | Point | 567.0 | 567.0 | 6.0 | False | None | None | False | None | False | 3402.0 | 0 | | 2408583 | 71933 | None | 072 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 and confirming to GTP of GROUP -A. (Elec SR -2022-23)P.No.6, I.No.2.5 (2.5.2) (1.5 Sq.mm) | Mtr | 69.0 | 69.0 | 12.0 | False | None | None | False | None | False | 828.0 | 0 | | 2408584 | 71933 | None | 073 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 and confirming to GTP of GROUP -A.(Elec SR -2022-23)P.No.6, I.No.2.5 (2.5.3) (2.5 Sq.mm) | Mtr | 88.0 | 88.0 | 12.0 | False | None | None | False | None | False | 1056.0 | 0 | | 2408585 | 71933 | None | 074 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 and confirming to GTP of GROUP -A. (Elec SR -2022-23)P.No.6, I.No.2.5 (2.5.4) (4 Sq.mm) | Mtr | 112.0 | 112.0 | 12.0 | False | None | None | False | None | False | 1344.0 | 0 | | 2408586 | 71933 | None | 075 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 and confirming to GTP of GROUP -A. (Elec SR -2022-23)P.No.6, I.No.2.5 (2.5.5) (6 Sq.mm) | Mtr | 158.0 | 158.0 | 12.0 | False | None | None | False | None | False | 1896.0 | 0 | | 2408587 | 71933 | None | 076 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 ((Elec SR -2022-23)P.No.15, I.No.3.1 (3.1.2) (6A 'U' Socket) | Each | 143.0 | 143.0 | 3.0 | False | None | None | False | None | False | 429.0 | 0 | | 2408588 | 71933 | None | 077 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. GROUP A (Elec SR -2022-23)P.No.18, I.No.3.15 (3.1.1) (6A Switches) | Each | 121.0 | 121.0 | 3.0 | False | None | None | False | None | False | 363.0 | 0 | | 2408589 | 71933 | None | 078 | Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as per IS 1293 (Elec SR -2022-23) P.No.15, I.No.3.2 (2Way Switches) | Each | 162.0 | 162.0 | 1.0 | False | None | None | False | None | False | 162.0 | 0 | | 2408590 | 71933 | None | 079 | Supply and fixing of Bakelite D.P/Socket/ switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches as per IS 1293 and IS 3854 GROUP A(Elec SR -2022-23)P.No.15, I.No.3.3 (3.3..1) (32 A Flush type DP's) | Each | 91.0 | 91.0 | 1.0 | False | None | None | False | None | False | 91.0 | 0 | | 2408591 | 71933 | None | 080 | Supply and fixing of Bakelite D.P/Socket/ switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches as per IS 1293 and IS 3854 GROUP A (Elec SR -2022-23) P.No.15, I.No.3.3 (3.3.3) (16A 'U' Socket) | Each | 149.0 | 149.0 | 1.0 | False | None | None | False | None | False | 149.0 | 0 | | 2408592 | 71933 | None | 081 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) (Elec SR -2022-23) P.No.78, I.No.6.3 (6.3.1) (Ceiling Fan) | Each | 2085.0 | 2085.0 | 1.0 | False | None | None | False | None | False | 2085.0 | 0 | | 2408593 | 71933 | None | 082 | Supplying and fixing regular MCB distribution boards onwall/ood board / flush mounting using required clA, bolts,nuts etc., with provision for fixing suitable type capacityMCB's single phase/3 phase/single door with powder coatedpainting Made out of 14 SWG MS enclosure.(Elec SR -2022-23) P.No.47, I.No.5.18.12 6 Way TP and N | Each | 3735.0 | 3735.0 | 1.0 | False | None | None | False | None | False | 3735.0 | 0 | | 2408594 | 71933 | None | 083 | Supplying and fixing of retrofit type - LED bulb ...... W withOPAL acrylic diffuser comprising of LED source with CCT 6500degree K, CRImore than 70%. efficacy more than80 lumen per W, lifemore than 25000burning hours and Compliance to IS 10322/IEC 60598, LM 79and LM 80. The LED are driven by HF electronic driver integratedin the system, with PF more than 0.95, power loss should less than 5% of lampWage., short circuit and open circuit protection to be integratedin the circuit, THD less than 20%, Life as per LM 79. Theoperating input voltage should be between 130 to 275 V. BISApproved and Tested by NABL/CPRI accredited laboratorywith 2 years Warranty against any manufacturing defect working under standard electrical condition.(Elec SR -2022-23) P.No.38 ITEM NO. 11.11.7( 18W Bulb) | No | 436.0 | 436.0 | 5.0 | False | None | None | False | None | False | 2180.0 | 0 |
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