1721388968000 | 1 | None | None | Buildings | Construction of Government First Grade College Building at Chanagiri in Davanagere District under SDP 2021-22 Scheme | 13106473.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3556480 | 128714 | None | code01 | Cutting of Trees, excluding removal of stumps and roots of trees Girth above 1800 mm Vol-5 (pg no 5, I No 2.1 (iv)) | Each | 2637.6 | 2637.6 | 10.0 | False | None | None | False | None | False | 26376.0 | 0 | 3556481 | 128714 | None | code02 | Removal of stumps and roots including backfilling with suitable material to required compaction Girth above 1800 mm Vol-5 (pg no 5, I No 2.2 (iv)) | Each | 499.8 | 499.8 | 10.0 | False | None | None | False | None | False | 4998.0 | 0 | 3556482 | 128714 | None | code03 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Vol-1 (pg no 8, I No 1.12) | Cum | 68.25 | 68.25 | 72.0 | False | None | None | False | None | False | 4914.0 | 0 | 3556483 | 128714 | None | code04 | 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 3m Vol-1 (pg no 8, I No 1.14.1) a) in all types of soils 70% of qty | Cum | 76.65 | 76.65 | 229.5381 | False | None | None | False | None | False | 17594.095365 | 0 | 3556484 | 128714 | None | code05 | 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 ordinary rock/Soft rock / with out blasting upto 1.5m depth Vol-1 (pg no 8, I No 1.15.1) b) Soft rock /ordinary rock(with out blasting) 30% of qty | Cum | 285.6 | 285.6 | 97.41 | False | None | None | False | None | False | 27820.296 | 0 | 3556485 | 128714 | None | code06 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Vol-2 (pg no 5, I No 4.1) | Sqm | 99.75 | 99.75 | 234.0 | False | None | None | False | None | False | 23341.5 | 0 | 3556486 | 128714 | None | code07 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Vol-1 (pg no 15, I No 2.1.3) | Cum | 5831.7 | 5831.7 | 42.29 | False | None | None | False | None | False | 246622.593 | 0 | 3556487 | 128714 | None | code08 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per Appendix-I in Volume-1 of page No.-115 (@8% of Finished Rate) Vol-1 (pg no 15, I No 2.2.2.1) | Cum | 6780.19 | 6780.19 | 71.26 | False | None | None | False | None | False | 483156.3394 | 0 | 3556488 | 128714 | None | code09 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 8: Columns As per Appendix-I in Volume-1 of page No.-115 (@70% of Finished Rate) Vol-1 (pg no 15, I No 2.3.2) | Cum | 10677.87 | 10677.87 | 4.82 | False | None | None | False | None | False | 51467.3334 | 0 | 3556489 | 128714 | None | code10 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 9: Earth retaining structures As per Appendix-I in Volume-1 of page No.-115 (@10% of Finished Rate) Vol-1 (pg no 15, I No 2.3.2) | Cum | 6909.21 | 6909.21 | 6.3 | False | None | None | False | None | False | 43528.023 | 0 | 3556490 | 128714 | None | code11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Vol-1 (pg no 7, I No 1.9) | Cum | 214.2 | 214.2 | 396.68 | False | None | None | False | None | False | 84968.856 | 0 | 3556491 | 128714 | None | code12 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)Columns M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns As per Appendix-I in Volume-1 of page No.-115 (@70% of Finished Rate) Ground Floor Vol-1 (pg no 17, I No 2.5.2) | Cum | 11042.01 | 11042.01 | 9.24 | False | None | None | False | None | False | 102028.1724 | 0 | 3556492 | 128714 | None | code13 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 1.a Plinth beam of buildings As per Appendix-I in Volume-1 of page No.-115 (@50% of Finished Rate) Ground Floor Vol-1 (pg no 17, I No 2.5.2) | Cum | 9742.95 | 9742.95 | 17.97 | False | None | None | False | None | False | 175080.8115 | 0 | 3556493 | 128714 | None | code14 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels of buildings As per Appendix-I in Volume-1 of page No.-115 (@60% of Finished Rate) Ground Floor Vol-1 (pg no 17, I No 2.5.2) | Cum | 10392.48 | 10392.48 | 21.94 | False | None | None | False | None | False | 228011.0112 | 0 | 3556494 | 128714 | None | code15 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per Appendix-I in Volume-1 of page No.-115 (@45% of Finished Rate)Ground Floor Vol-1 (pg no 17, I No 2.5.2) | Cum | 9418.19 | 9418.19 | 2.1 | False | None | None | False | None | False | 19778.199 | 0 | 3556495 | 128714 | None | code16 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof slab of Buildings As per Appendix-I in Volume-1 of page No.-115 (@50% of Finished Rate) Ground Floor Vol-1 (pg no 17, I No 2.5.2) | Cum | 9742.95 | 9742.95 | 40.01 | False | None | None | False | None | False | 389815.4295 | 0 | 3556496 | 128714 | None | code17 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns As per Appendix-I in Volume-1 of page No.-115 (@70% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) First Floor | Cum | 11152.43 | 11152.43 | 9.24 | False | None | None | False | None | False | 103048.4532 | 0 | 3556497 | 128714 | None | code18 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels of buildings As per Appendix-I in Volume-1 of page No.-115 (@60% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) First Floor | Cum | 10496.4 | 10496.4 | 21.53 | False | None | None | False | None | False | 225987.492 | 0 | 3556498 | 128714 | None | code19 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per Appendix-I in Volume-1 of page No.-115 (@45% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) First Floor | Cum | 9512.37 | 9512.37 | 2.46 | False | None | None | False | None | False | 23400.4302 | 0 | 3556499 | 128714 | None | code20 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof slab of Buildings As per Appendix-I in Volume-1 of page No.-115 (@50% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) First Floor | Cum | 9840.38 | 9840.38 | 37.94 | False | None | None | False | None | False | 373344.0172 | 0 | 3556500 | 128714 | None | code21 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns As per Appendix-I in Volume-1 of page No.-115 (@70% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) Second Floor | Cum | 11262.85 | 11262.85 | 5.44 | False | None | None | False | None | False | 61269.904 | 0 | 3556501 | 128714 | None | code22 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels of buildings As per Appendix-I in Volume-1 of page No.-115 (@60% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) Second Floor | Cum | 10600.33 | 10600.33 | 9.35 | False | None | None | False | None | False | 99113.0855 | 0 | 3556502 | 128714 | None | code23 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per Appendix-I in Volume-1 of page No.-115 (@45% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) Second Floor | Cum | 9606.55 | 9606.55 | 0.79 | False | None | None | False | None | False | 7589.1745 | 0 | 3556503 | 128714 | None | code24 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof slab of Buildings As per Appendix-I in Volume-1 of page No.-115 (@50% of Finished Rate) Vol-1 (pg no 17, I No 2.5.2) Second Floor | Cum | 9937.81 | 9937.81 | 23.13 | False | None | None | False | None | False | 229861.5453 | 0 | 3556504 | 128714 | None | code25 | 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) Vol-2 (pg no 84, I No 11.32) Ground Floor | Kg | 96.6 | 96.6 | 16308.44 | False | None | None | False | None | False | 1575395.304 | 0 | 3556505 | 128714 | None | code26 | 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) Vol-2 (pg no 84, I No 11.32) First Floor | Kg | 97.57 | 97.57 | 8307.21 | False | None | None | False | None | False | 810534.4797 | 0 | 3556506 | 128714 | None | code27 | 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) Vol-2 (pg no 84, I No 11.32) Second Floor | Kg | 98.53 | 98.53 | 4302.59 | False | None | None | False | None | False | 423934.1927 | 0 | 3556507 | 128714 | None | code28 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-2 (pg no 14, I No 6.8) Ground Floor | Cum | 7024.5 | 7024.5 | 55.01 | False | None | None | False | None | False | 386417.745 | 0 | 3556508 | 128714 | None | code29 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-2 (pg no 14, I No 6.8) First Floor | Cum | 7094.75 | 7094.75 | 38.62 | False | None | None | False | None | False | 273999.245 | 0 | 3556509 | 128714 | None | code30 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-2 (pg no 14, I No 6.8) Second Floor | Cum | 7164.99 | 7164.99 | 46.35 | False | None | None | False | None | False | 332097.2865 | 0 | 3556510 | 128714 | None | code31 | 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 & other incidental charges complete as per the direction of engineer incharge of work. Vol-2 (pg no 14, I No 6.15) Ground Floor | Sqm | 909.3 | 909.3 | 71.43 | False | None | None | False | None | False | 64951.299 | 0 | 3556511 | 128714 | None | code32 | 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 & other incidental charges complete as per the direction of engineer incharge of work. Vol-2 (pg no 14, I No 6.15) First Floor | Sqm | 918.39 | 918.39 | 20.86 | False | None | None | False | None | False | 19157.6154 | 0 | 3556512 | 128714 | None | code33 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Vol-1 (pg no 17, I No 2.4.1) Ground Floor | Cum | 6174.0 | 6174.0 | 3.08 | False | None | None | False | None | False | 19015.92 | 0 | 3556513 | 128714 | None | code34 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Vol-1 (pg no 17, I No 2.4.1) First Floor | Cum | 6235.74 | 6235.74 | 2.34 | False | None | None | False | None | False | 14591.6316 | 0 | 3556514 | 128714 | None | code35 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Vol-1 (pg no 17, I No 2.4.1) Second Floor | Cum | 6297.48 | 6297.48 | 3.07 | False | None | None | False | None | False | 19333.2636 | 0 | 3556515 | 128714 | None | code36 | 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. Vol-2 (pg no 41, I No 8.1.1) Ground Floor | Sqm | 223.65 | 223.65 | 259.82 | False | None | None | False | None | False | 58108.743 | 0 | 3556516 | 128714 | None | code37 | 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. Vol-2 (pg no 41, I No 8.1.1) First Floor | Sqm | 225.89 | 225.89 | 252.59 | False | None | None | False | None | False | 57057.5551 | 0 | 3556517 | 128714 | None | code38 | 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. Vol-2 (pg no 41, I No 8.1.1) Second Floor | Sqm | 228.12 | 228.12 | 138.54 | False | None | None | False | None | False | 31603.7448 | 0 | 3556518 | 128714 | None | code39 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 41, I No 8.2.1) Ground Floor | Sqm | 260.4 | 260.4 | 683.65 | False | None | None | False | None | False | 178022.46 | 0 | 3556519 | 128714 | None | code40 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 41, I No 8.2.1) First Floor | Sqm | 263.0 | 263.0 | 361.3 | False | None | None | False | None | False | 95021.9 | 0 | 3556520 | 128714 | None | code41 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 41, I No 8.2.1) Second Floor | Sqm | 265.61 | 265.61 | 251.65 | False | None | None | False | None | False | 66840.7565 | 0 | 3556521 | 128714 | None | code42 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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. Vol-2 (pg no 41, I No 8.2.1) Ground Floor | Sqm | 289.8 | 289.8 | 275.57 | False | None | None | False | None | False | 79860.186 | 0 | 3556522 | 128714 | None | code43 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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. Vol-2 (pg no 41, I No 8.2.1) First Floor | Sqm | 292.7 | 292.7 | 247.02 | False | None | None | False | None | False | 72302.754 | 0 | 3556523 | 128714 | None | code44 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 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. Vol-2 (pg no 41, I No 8.2.1) Second Floor | Sqm | 295.6 | 295.6 | 341.79 | False | None | None | False | None | False | 101033.124 | 0 | 3556524 | 128714 | None | code45 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. Vol-2 (pg no 54, I No 8.80) Ground Floor | m | 53.55 | 53.55 | 200.0 | False | None | None | False | None | False | 10710.0 | 0 | 3556525 | 128714 | None | code46 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. Vol-2 (pg no 54, I No 8.80) First Floor | m | 54.09 | 54.09 | 200.0 | False | None | None | False | None | False | 10818.0 | 0 | 3556526 | 128714 | None | code47 | Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. Vol-2 (pg no 54, I No 8.80) Second Floor | m | 54.62 | 54.62 | 100.0 | False | None | None | False | None | False | 5462.0 | 0 | 3556527 | 128714 | None | code48 | 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 fixing 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 padadi works for arches as per design & drawing Vol-2 (sl no 8, I No 8.83) | Sqm | 1233.75 | 1233.75 | 3.15 | False | None | None | False | None | False | 3886.3125 | 0 | 3556528 | 128714 | None | code49 | 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 & 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 & matching pigments etc. complete. Size of Tile 600x600 mm Vol-2 (pg no 61, I No 9.17.2) Ground Floor | Sqm | 1157.1 | 1157.1 | 110.56 | False | None | None | False | None | False | 127928.976 | 0 | 3556529 | 128714 | None | code50 | 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 & 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 & matching pigments etc. complete. Size of Tile 600x600 mm Vol-2 (pg no 61, I No 9.17.2) First Floor | Sqm | 1168.67 | 1168.67 | 179.61 | False | None | None | False | None | False | 209904.8187 | 0 | 3556530 | 128714 | None | code51 | 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 & 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 & matching pigments etc. complete. Size of Tile 600x600 mm Vol-2 (pg no 61, I No 9.17.2) Second Floor | Sqm | 1180.24 | 1180.24 | 55.21 | False | None | None | False | None | False | 65161.0504 | 0 | 3556531 | 128714 | None | code52 | 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. Vol-2 (pg no 60, I No 9.11) | Sqm | 800.1 | 800.1 | 29.29 | False | None | None | False | None | False | 23434.929 | 0 | 3556532 | 128714 | None | code53 | 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. Vol-2 (pg no 65, I No 9.39) | Sqm | 1088.85 | 1088.85 | 103.76 | False | None | None | False | None | False | 112979.076 | 0 | 3556533 | 128714 | None | code54 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. | Sqm | 1295.7 | 1295.7 | 8.49 | False | None | None | False | None | False | 11000.493 | 0 | 3556534 | 128714 | None | code55 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Vol-2 (pg no 63, I No 9.24) Ground Floor | Sqm | 3013.5 | 3013.5 | 145.52 | False | None | None | False | None | False | 438524.52 | 0 | 3556535 | 128714 | None | code56 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Vol-2 (pg no 63, I No 9.24) First Floor | Sqm | 3043.64 | 3043.64 | 87.51 | False | None | None | False | None | False | 266348.9364 | 0 | 3556536 | 128714 | None | code57 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Vol-2 (pg no 63, I No 9.24) Second Floor | Sqm | 3073.77 | 3073.77 | 87.51 | False | None | None | False | None | False | 268985.6127 | 0 | 3556537 | 128714 | None | code58 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge Vol-2 (pg no 69, I No 10.20) Ground Floor | m | 282.45 | 282.45 | 66.15 | False | None | None | False | None | False | 18684.0675 | 0 | 3556538 | 128714 | None | code59 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge Vol-2 (pg no 69, I No 10.20) First Floor | m | 285.27 | 285.27 | 39.0 | False | None | None | False | None | False | 11125.53 | 0 | 3556539 | 128714 | None | code60 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge Vol-2 (pg no 69, I No 10.20) Second Floor | m | 288.1 | 288.1 | 39.0 | False | None | None | False | None | False | 11235.9 | 0 | 3556540 | 128714 | None | code61 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Vol-2 (pg no 100, I No 12.12) Ground Floor | Cum | 79111.2 | 79111.2 | 0.4 | False | None | None | False | None | False | 31644.48 | 0 | 3556541 | 128714 | None | code62 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Vol-2 (pg no 100, I No 12.12) First Floor | Cum | 79902.31 | 79902.31 | 0.41 | False | None | None | False | None | False | 32759.9471 | 0 | 3556542 | 128714 | None | code63 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. Vol-2 (pg no 100, I No 12.12) Second Floor | Cum | 80693.42 | 80693.42 | 0.2 | False | None | None | False | None | False | 16138.684 | 0 | 3556543 | 128714 | None | code64 | 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. Vol-2 (pg no 105, I No 12.51) Ground Floor | Nos | 1555.05 | 1555.05 | 4.0 | False | None | None | False | None | False | 6220.2 | 0 | 3556544 | 128714 | None | code65 | 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. Vol-2 (pg no 105, I No 12.51) First Floor | Nos | 1570.6 | 1570.6 | 4.0 | False | None | None | False | None | False | 6282.4 | 0 | 3556545 | 128714 | None | code66 | 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. Vol-2 (pg no 105, I No 12.51) Second Floor | Nos | 1586.15 | 1586.15 | 2.0 | False | None | None | False | None | False | 3172.3 | 0 | 3556546 | 128714 | None | code67 | 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- 35 mm thick both side commercial Vol-2 (pg no 106, I No 12.57.6) Ground Floor | Sqm | 3091.2 | 3091.2 | 10.56 | False | None | None | False | None | False | 32643.072 | 0 | 3556547 | 128714 | None | code68 | 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- 35 mm thick both side commercial Vol-2 (pg no 106, I No 12.57.6) First Floor | Sqm | 3122.11 | 3122.11 | 12.48 | False | None | None | False | None | False | 38963.9328 | 0 | 3556548 | 128714 | None | code69 | 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- 35 mm thick both side commercial Vol-2 (pg no 106, I No 12.57.6) Second Floor | Sqm | 3153.02 | 3153.02 | 5.28 | False | None | None | False | None | False | 16647.9456 | 0 | 3556549 | 128714 | None | code70 | Providing & fixing Factory made single extruded wood polymer Composite (WPC) solid door/window, clerestory windows & frames / chowkat of frame size 65 x 100 mm Vol-2 (sl no 28, I No 12.93) | m | 729.75 | 729.75 | 39.9 | False | None | None | False | None | False | 29117.025 | 0 | 3556550 | 128714 | None | code71 | Providing & fixing Factory made 100% carpenter friendly ready to use single soild plain wood polymer Composite (WPC) flush shutter of 30mm thickness which is antitermite and having high water absorption property. The cost includes cost of materials transportation, labour and fixing charges. Vol-2 (sl no 31, I No 12.96) | Sqm | 3651.9 | 3651.9 | 11.03 | False | None | None | False | None | False | 40280.457 | 0 | 3556551 | 128714 | None | code72 | Providing & fixing of 2-track x 2-panel sliding windows made out of multichambered 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 a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. 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 2-2.5 mm. 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) Vol-2 (pg no 111, I No 12.88) Ground Floor | Sqm | 6731.55 | 6731.55 | 34.65 | False | None | None | False | None | False | 233248.2075 | 0 | 3556552 | 128714 | None | code73 | Providing & fixing of 2-track x 2-panel sliding windows made out of multichambered 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 a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. 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 2-2.5 mm. 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) Vol-2 (pg no 111, I No 12.88) First Floor | Sqm | 6798.87 | 6798.87 | 48.15 | False | None | None | False | None | False | 327365.5905 | 0 | 3556553 | 128714 | None | code74 | Providing & fixing of 2-track x 2-panel sliding windows made out of multichambered 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 a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. 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 2-2.5 mm. 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) Vol-2 (pg no 111, I No 12.88) Second Floor | Sqm | 6866.18 | 6866.18 | 18.45 | False | None | None | False | None | False | 126681.021 | 0 | 3556554 | 128714 | None | code75 | 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) Vol-2 (pg no 110, I No 12.85) | Sqm | 5113.5 | 5113.5 | 2.52 | False | None | None | False | None | False | 12886.02 | 0 | 3556555 | 128714 | None | code76 | 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. Vol-2 (pg no 85, I No 11.34B) Ground Floor | Kg | 164.85 | 164.85 | 780.57 | False | None | None | False | None | False | 128676.9645 | 0 | 3556556 | 128714 | None | code77 | 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. Vol-2 (pg no 85, I No 11.34B) First Floor | Kg | 166.5 | 166.5 | 1011.15 | False | None | None | False | None | False | 168356.475 | 0 | 3556557 | 128714 | None | code78 | 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. Vol-2 (pg no 85, I No 11.34B) Second Floor | Kg | 168.15 | 168.15 | 387.45 | False | None | None | False | None | False | 65149.7175 | 0 | 3556558 | 128714 | None | code79 | 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. Vol-2 (pg no 50 I No 8.51) Ground Floor | Sqm | 87.15 | 87.15 | 839.71 | False | None | None | False | None | False | 73180.7265 | 0 | 3556559 | 128714 | None | code80 | 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. Vol-2 (pg no 50 I No 8.51) First Floor | Sqm | 88.02 | 88.02 | 613.88 | False | None | None | False | None | False | 54033.7176 | 0 | 3556560 | 128714 | None | code81 | 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. Vol-2 (pg no 50 I No 8.51) Second Floor | Sqm | 88.89 | 88.89 | 390.19 | False | None | None | False | None | False | 34683.9891 | 0 | 3556561 | 128714 | None | code82 | 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 m² over and including one coat of Special primer applied @ 0.75 ltr /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. Vol-2 (pg no 46, I No 8.33.1) Ground Floor | Sqm | 123.9 | 123.9 | 839.71 | False | None | None | False | None | False | 104040.069 | 0 | 3556562 | 128714 | None | code83 | 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 m² over and including one coat of Special primer applied @ 0.75 ltr /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. Vol-2 (pg no 46, I No 8.33.1) First Floor | Sqm | 125.14 | 125.14 | 613.88 | False | None | None | False | None | False | 76820.9432 | 0 | 3556563 | 128714 | None | code84 | 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 m² over and including one coat of Special primer applied @ 0.75 ltr /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. Vol-2 (pg no 46, I No 8.33.1) Second Floor | Sqm | 126.38 | 126.38 | 390.19 | False | None | None | False | None | False | 49312.2122 | 0 | 3556564 | 128714 | None | code85 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 46, I No 8.32) Ground Floor | Sqm | 117.6 | 117.6 | 275.57 | False | None | None | False | None | False | 32407.032 | 0 | 3556565 | 128714 | None | code86 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 46, I No 8.32) First Floor | Sqm | 118.78 | 118.78 | 247.02 | False | None | None | False | None | False | 29341.0356 | 0 | 3556566 | 128714 | None | code87 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 46, I No 8.32) Second Floor | Sqm | 119.95 | 119.95 | 341.79 | False | None | None | False | None | False | 40997.7105 | 0 | 3556567 | 128714 | None | code88 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 46, I No 8.33.2) Ground Floor | Sqm | 110.25 | 110.25 | 34.77 | False | None | None | False | None | False | 3833.3925 | 0 | 3556568 | 128714 | None | code89 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 46, I No 8.33.2) First Floor | Sqm | 111.35 | 111.35 | 14.34 | False | None | None | False | None | False | 1596.759 | 0 | 3556569 | 128714 | None | code90 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-2 (pg no 46, I No 8.33.2) Second Floor | Sqm | 112.46 | 112.46 | 6.62 | False | None | None | False | None | False | 744.4852 | 0 | 3556570 | 128714 | None | code91 | 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. Vol-2 (pg no 47, I No 8.33.3) Ground Floor | Sqm | 111.3 | 111.3 | 37.17 | False | None | None | False | None | False | 4137.021 | 0 | 3556571 | 128714 | None | code92 | 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. Vol-2 (pg no 47, I No 8.33.3) First Floor | Sqm | 112.41 | 112.41 | 48.15 | False | None | None | False | None | False | 5412.5415 | 0 | 3556572 | 128714 | None | code93 | 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. Vol-2 (pg no 47, I No 8.33.3) Second Floor | Sqm | 113.53 | 113.53 | 18.45 | False | None | None | False | None | False | 2094.6285 | 0 | 3556573 | 128714 | None | code94 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 (pg no 83, I No 11.28) Ground Floor | Kg | 525.0 | 525.0 | 142.56 | False | None | None | False | None | False | 74844.0 | 0 | 3556574 | 128714 | None | code95 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 (pg no 83, I No 11.28) First Floor | Kg | 530.25 | 530.25 | 77.76 | False | None | None | False | None | False | 41232.24 | 0 | 3556575 | 128714 | None | code96 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Vol-2 (pg no 83, I No 11.28) Second Floor | Kg | 535.5 | 535.5 | 77.76 | False | None | None | False | None | False | 41640.48 | 0 | 3556576 | 128714 | None | code97 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Vol-2 (pg no 133, I No 15.10) Second Floor | Sqm | 797.9 | 797.9 | 202.41 | False | None | None | False | None | False | 161502.939 | 0 | 3556577 | 128714 | None | code98 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15cinder 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. Vol-2 (pg no 23, I No 7.18) Ground Floor | Cum | 2117.85 | 2117.85 | 1.35 | False | None | None | False | None | False | 2859.0975 | 0 | 3556578 | 128714 | None | code99 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15cinder 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. Vol-2 (pg no 23, I No 7.18) First Floor | Cum | 2139.03 | 2139.03 | 1.35 | False | None | None | False | None | False | 2887.6905 | 0 | 3556579 | 128714 | None | code100 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15cinder 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. Vol-2 (pg no 23, I No 7.18) Second Floor | Cum | 2160.21 | 2160.21 | 1.35 | False | None | None | False | None | False | 2916.2835 | 0 | 3556580 | 128714 | None | code101 | Providing and fixing Chorinated poly venyl cloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings,this includes jointing of pipes and fitting with one step CPVC solvent cement,trenching,refilling & testing of joints complete as per direction of Engineer incharge (external work) Item No 13.87.3 (25mm nominal OD pipes) Vol-2 (Sl no 11, I No 13.33.3) | m | 313.95 | 313.95 | 150.0 | False | None | None | False | None | False | 47092.5 | 0 | 3556581 | 128714 | None | code102 | Providing and fixing Chorinated poly venyl cloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings,this includes jointing of pipes and fitting with one step CPVC solvent cement,trenching,refilling & testing of joints complete as per direction of Engineer incharge (external work) Item No 13.87.5 (40mm nominal OD pipes) Vol-2 (Sl no 11, I No 13.33.5) | m | 492.45 | 492.45 | 50.0 | False | None | None | False | None | False | 24622.5 | 0 | 3556582 | 128714 | None | code103 | Providing and fixing Chorinated poly venyl cloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings,this includes jointing of pipes and fitting with one step CPVC solvent cement,trenching,refilling & testing of joints complete as per direction of Engineer incharge (external work) Item No 13.33.6 (50mm nominal OD pipes) Vol-2 (Sl no 11, I No 13.33.6) | m | 737.1 | 737.1 | 60.0 | False | None | None | False | None | False | 44226.0 | 0 | 3556583 | 128714 | None | code104 | Providing and fixing Chorinated poly venyl cloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer incharge. (Concealed work including cutting chases and good the walls etc.,.) Item No 13.86.2 (20mm nominal OD pipes) Vol-2 (Sl no 10, I No 13.32.2) | m | 391.65 | 391.65 | 80.0 | False | None | None | False | None | False | 31332.0 | 0 | 3556584 | 128714 | None | code105 | Providing and fixing Chorinated poly venyl cloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer incharge. (Concealed work including cutting chases and good the walls etc.,.) Item No 13.86.3 (25mm nominal OD pipes) Vol-2 (Sl no 10, I No 13.32.2) | m | 499.8 | 499.8 | 35.0 | False | None | None | False | None | False | 17493.0 | 0 | 3556585 | 128714 | None | code106 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore Vol-2 (pg no 115, I No 13.4.1) | Each | 554.4 | 554.4 | 4.0 | False | None | None | False | None | False | 2217.6 | 0 | 3556586 | 128714 | None | code107 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore Vol-2 (pg no 115, I No 13.4.3) | Each | 715.05 | 715.05 | 2.0 | False | None | None | False | None | False | 1430.1 | 0 | 3556587 | 128714 | None | code108 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore Vol-2 (pg no 115, I No 13.4.4) | Each | 875.7 | 875.7 | 2.0 | False | None | None | False | None | False | 1751.4 | 0 | 3556588 | 128714 | None | code109 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. Vol-2 (pg no 117, I No 13.14) | Nos | 707.7 | 707.7 | 8.0 | False | None | None | False | None | False | 5661.6 | 0 | 3556589 | 128714 | None | code110 | Cutting holes up to 15x15cm in R.C.C floors and roofs for passing drain pipe etc., and repairing the hole after insertion of drain pipe etc., with cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof Vol-2 (sl no 16, I No 13.37) | No | 255.15 | 255.15 | 50.0 | False | None | None | False | None | False | 12757.5 | 0 | 3556590 | 128714 | None | code111 | Cutting holes up to 30x30cm in walls including making good the same with common burnt clay F.P.S (non modular) bricks Vol-2 (sl no 15, I No 13.36) | Each | 279.3 | 279.3 | 40.0 | False | None | None | False | None | False | 11172.0 | 0 | 3556591 | 128714 | None | code112 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Vol-2 (pg no 117, I No 13.16) | Nos | 517.65 | 517.65 | 20.0 | False | None | None | False | None | False | 10353.0 | 0 | 3556592 | 128714 | None | code113 | 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 75mm dia., 6 kg/sqcm & class 3 Vol-5 (pg no 134, I No 1.50) | m | 220.5 | 220.5 | 40.0 | False | None | None | False | None | False | 8820.0 | 0 | 3556593 | 128714 | None | code114 | 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. PVC pipes 110mm dia., 6 kg/sqcm & class 3 Vol-5 (pg no 134, I No 1.70) | m | 413.7 | 413.7 | 90.0 | False | None | None | False | None | False | 37233.0 | 0 | 3556594 | 128714 | None | code115 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring confirming to IS : 5383, leaving 10mm gap for termal expansion (i) single socketed pepes 100mm diameter Vol-5 (sl no 27, I No 13.48) | m | 265.65 | 265.65 | 75.2 | False | None | None | False | None | False | 19976.88 | 0 | 3556595 | 128714 | None | code116 | Providing and placing on terrace, (at 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 Vol-5 (sl no 12, I No 13.34) | l | 8.4 | 8.4 | 4000.0 | False | None | None | False | None | False | 33600.0 | 0 | 3556596 | 128714 | None | code117 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata All kinds of soils. Depth upto 1.50 m Vol-1 (pg no 10, I No 1.17.1) | Cum | 203.7 | 203.7 | 61.65 | False | None | None | False | None | False | 12558.105 | 0 | 3556597 | 128714 | None | code118 | 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 Vol-1 (pg no 7, I No 1.10) | Cum | 128.1 | 128.1 | 45.9 | False | None | None | False | None | False | 5879.79 | 0 | 3556598 | 128714 | None | code119 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN8.0 : HDPE Grade PE80-PN8.0,140mm dia Vol-5 (pg no 122, I No 2.60) | m | 817.7 | 817.7 | 5.0 | False | None | None | False | None | False | 4088.5 | 0 | 3556599 | 128714 | None | code120 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN8.0 : HDPE Grade PE80-PN8.0,200mm dia Vol-5 (pg no 122, I No 2.90) | m | 1561.3 | 1561.3 | 40.0 | False | None | None | False | None | False | 62452.0 | 0 | 3556600 | 128714 | None | code121 | 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 Vol-2 (pg no 123, I No 14.3.1) | Each | 5255.25 | 5255.25 | 5.0 | False | None | None | False | None | False | 26276.25 | 0 | 3556601 | 128714 | None | code122 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Vol-2 (pg no 123, I No 14.1.1) | Each | 4458.3 | 4458.3 | 2.0 | False | None | None | False | None | False | 8916.6 | 0 | 3556602 | 128714 | None | code123 | 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 Vol-2 (pg no 124, I No 14.7.1) | Each | 2655.45 | 2655.45 | 6.0 | False | None | None | False | None | False | 15932.7 | 0 | 3556603 | 128714 | None | code124 | 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. Vol-2 (pg no 130, I No 14.40.2) | Each | 399.0 | 399.0 | 6.0 | False | None | None | False | None | False | 2394.0 | 0 | 3556604 | 128714 | None | code125 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flushpipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Vol-2 (pg no 123, I No 14.4.1) | Each | 3712.8 | 3712.8 | 3.0 | False | None | None | False | None | False | 11138.4 | 0 | 3556605 | 128714 | None | code126 | Constructing brick masonry chamber of internal dimension 300x230mm 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 Vol-5 (pg no 187, I No T130E) | Each | 2661.75 | 2661.75 | 4.0 | False | None | None | False | None | False | 10647.0 | 0 | 3556606 | 128714 | None | code127 | Providing and fixing 100 mm sand cast Iron grating for gully trap Vol-2 (pg no 128, I No 14.29) | Each | 215.25 | 215.25 | 4.0 | False | None | None | False | None | False | 861.0 | 0 | 3556607 | 128714 | None | code128 | 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.. Vol-5 (pg no 187, I No T130B) | Each | 5225.85 | 5225.85 | 7.0 | False | None | None | False | None | False | 36580.95 | 0 | 3556608 | 128714 | None | code129 | Supplying and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete Medium Duty Vol-5 (pg no 192, I No T380A) | Each | 1854.3 | 1854.3 | 7.0 | False | None | None | False | None | False | 12980.1 | 0 | 3556609 | 128714 | None | code130 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board 610x510 mm bowl depth 200 mm Vol-2 (pg no 126, I No 14.10.2.1) | Each | 3295.95 | 3295.95 | 1.0 | False | None | None | False | None | False | 3295.95 | 0 | 3556610 | 128714 | None | code131 | Concealed conduit system :supplying……mm dia 2mm 2.5mm thick heavy guage PVC conduit pipe with suitable size bends, metal/PVC junction boxes adhesive pasteetc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused wires and unused junction boxes and pipe ends should be covered using PVC end enclosers. Run with 18 SWG GI fish wire wherever necessary a) 19/20mm dia 2mm thick | Mtr | 61.0 | 61.0 | 625.0 | False | None | None | False | None | False | 38125.0 | 0 | 3556611 | 128714 | None | code132 | Concealed conduit system :supplying……mm dia 2mm 2.5mm thick heavy guage PVC conduit pipe with suitable size bends, metal/PVC junction boxes adhesive pasteetc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused wires and unused junction boxes and pipe ends should be covered using PVC end enclosers. Run with 18 SWG GI fish wire wherever necessary b) 25mm dia 2mm thick | Mtr | 70.0 | 70.0 | 410.0 | False | None | None | False | None | False | 28700.0 | 0 | 3556612 | 128714 | None | code133 | Groove cutting : supplying…….dia 2mm/2.5mm thick heavy guage PVC conduit pipe with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. a) 19/20mm dia 2mm thick | Mtr | 75.0 | 75.0 | 355.0 | False | None | None | False | None | False | 26625.0 | 0 | 3556613 | 128714 | None | code134 | Groove cutting : supplying…….dia 2mm/2.5mm thick heavy guage PVC conduit pipe with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. b) 25mm dia 2mm thick | Mtr | 80.0 | 80.0 | 185.0 | False | None | None | False | None | False | 14800.0 | 0 | 3556614 | 128714 | None | code135 | Point wiring using copper wire without switch. Supplying and wiring adopting loop system in existin PVC conduit /casing caping using copper PVC insulated multi strand 2x1.5Sqmm copper wire without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete outlet. Short point upto 3Mtr from tapping point to outlet via switch box | Point | 251.0 | 251.0 | 20.0 | False | None | None | False | None | False | 5020.0 | 0 | 3556615 | 128714 | None | code136 | Point wiring using copper wire without switch. Supplying and wiring adopting loop system in existin PVC conduit /casing caping using copper PVC insulated multi strand 2x1.5Sqmm copper wire without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete outlet. medium point above 3Mtr upto 6Mtr from tapping point outlet via switch box | Point | 361.0 | 361.0 | 50.0 | False | None | None | False | None | False | 18050.0 | 0 | 3556616 | 128714 | None | code137 | Point wiring using copper wire without switch. Supplying and wiring adopting loop system in existin PVC conduit /casing caping using copper PVC insulated multi strand 2x1.5Sqmm copper wire without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete outlet. long point above 6Mtr upto 10Mtr tapping point to outlet via switch box | Point | 542.0 | 542.0 | 70.0 | False | None | None | False | None | False | 37940.0 | 0 | 3556617 | 128714 | None | code138 | Point wiring using copper wire without switch. Supplying and wiring adopting loop system in existin PVC conduit /casing caping using copper PVC insulated multi strand 2x1.5Sqmm copper wire without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete outlet. long Two outlet in a row, above 3 Mtr upto 6Mtr from tapping point to outlet let via switches | Point | 671.0 | 671.0 | 4.0 | False | None | None | False | None | False | 2684.0 | 0 | 3556618 | 128714 | None | code139 | Supplying and flush mounting powder coated 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 1-3 way | Each | 123.0 | 123.0 | 5.0 | False | None | None | False | None | False | 615.0 | 0 | 3556619 | 128714 | None | code140 | Supplying and flush mounting powder coated 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 | Each | 138.0 | 138.0 | 5.0 | False | None | None | False | None | False | 690.0 | 0 | 3556620 | 128714 | None | code141 | Supplying and flush mounting powder coated 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 | Each | 212.0 | 212.0 | 20.0 | False | None | None | False | None | False | 4240.0 | 0 | 3556621 | 128714 | None | code142 | Supplying and flush mounting powder coated 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 | Each | 250.0 | 250.0 | 4.0 | False | None | None | False | None | False | 1000.0 | 0 | 3556622 | 128714 | None | code143 | Supplying and flush mounting powder coated 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 | Each | 325.0 | 325.0 | 10.0 | False | None | None | False | None | False | 3250.0 | 0 | 3556623 | 128714 | None | code144 | Supplying and flush mounting powder coated metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick/stone /c.c wall 16 way | Each | 354.0 | 354.0 | 12.0 | False | None | None | False | None | False | 4248.0 | 0 | 3556624 | 128714 | None | code145 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos. of machine screws, bolts, nuts etc., complete on the existing metal/PVC box. 1to 3 module | Each | 152.0 | 152.0 | 5.0 | False | None | None | False | None | False | 760.0 | 0 | 3556625 | 128714 | None | code146 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos. of machine screws, bolts, nuts etc., complete on the existing metal/PVC box. 4 module | Each | 175.0 | 175.0 | 5.0 | False | None | None | False | None | False | 875.0 | 0 | 3556626 | 128714 | None | code147 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos. of machine screws, bolts, nuts etc., complete on the existing metal/PVC box. 6 module | Each | 244.0 | 244.0 | 20.0 | False | None | None | False | None | False | 4880.0 | 0 | 3556627 | 128714 | None | code148 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos. of machine screws, bolts, nuts etc., complete on the existing metal/PVC box. 8 module | Each | 302.0 | 302.0 | 4.0 | False | None | None | False | None | False | 1208.0 | 0 | 3556628 | 128714 | None | code149 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos. of machine screws, bolts, nuts etc., complete on the existing metal/PVC box. 12 module | Each | 363.0 | 363.0 | 10.0 | False | None | None | False | None | False | 3630.0 | 0 | 3556629 | 128714 | None | code150 | Supplying and fixing superior quality modular switch mounting poly carbonate plate with necessary supporting back plate with required nos. of machine screws, bolts, nuts etc., complete on the existing metal/PVC box. 16 Module | Each | 403.0 | 403.0 | 12.0 | False | None | None | False | None | False | 4836.0 | 0 | 3556630 | 128714 | None | code151 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials 6Amps one way | Each | 88.0 | 88.0 | 275.0 | False | None | None | False | None | False | 24200.0 | 0 | 3556631 | 128714 | None | code152 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials 6Amps 2 way | Each | 152.0 | 152.0 | 2.0 | False | None | None | False | None | False | 304.0 | 0 | 3556632 | 128714 | None | code153 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials 6Amps 3 way socket | Each | 162.0 | 162.0 | 35.0 | False | None | None | False | None | False | 5670.0 | 0 | 3556633 | 128714 | None | code154 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials Stepped fan regulator | Each | 313.0 | 313.0 | 35.0 | False | None | None | False | None | False | 10955.0 | 0 | 3556634 | 128714 | None | code155 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials 16Amps 1 way switch | Each | 249.0 | 249.0 | 5.0 | False | None | None | False | None | False | 1245.0 | 0 | 3556635 | 128714 | None | code156 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials 32Amps DP switch | Each | 375.0 | 375.0 | 5.0 | False | None | None | False | None | False | 1875.0 | 0 | 3556636 | 128714 | None | code157 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials 6/16Amps universal socket | Each | 249.0 | 249.0 | 5.0 | False | None | None | False | None | False | 1245.0 | 0 | 3556637 | 128714 | None | code158 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials TV/Telephone socket | Each | 147.0 | 147.0 | 5.0 | False | None | None | False | None | False | 735.0 | 0 | 3556638 | 128714 | None | code159 | Supplying and fixing of modular switch/socket /stepped electronic fan regulator/dimmer/telephone socket etc on excistin modular switch plate. Using group 'A' materials RJ45/I.O outlet | Each | 211.0 | 211.0 | 5.0 | False | None | None | False | None | False | 1055.0 | 0 | 3556639 | 128714 | None | code160 | Wiring for lighting or power circuit using one of FRLS PVC insulated 1100v grade,multis and copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP Group 'A' material 1.5 Sqmm | Mtr | 26.0 | 26.0 | 1200.0 | False | None | None | False | None | False | 31200.0 | 0 | 3556640 | 128714 | None | code161 | Wiring for lighting or power circuit using one of FRLS PVC insulated 1100v grade,multis and copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP Group 'A' material 2.5 Sqmm | Mtr | 40.0 | 40.0 | 2500.0 | False | None | None | False | None | False | 100000.0 | 0 | 3556641 | 128714 | None | code162 | Wiring for lighting or power circuit using one of FRLS PVC insulated 1100v grade,multis and copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP Group 'A' material 4 Sqmm | Mtr | 59.0 | 59.0 | 500.0 | False | None | None | False | None | False | 29500.0 | 0 | 3556642 | 128714 | None | code163 | Wiring for lighting or power circuit using one of FRLS PVC insulated 1100v grade,multis and copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP Group 'A' material 6 Sqmm | Mtr | 87.0 | 87.0 | 300.0 | False | None | None | False | None | False | 26100.0 | 0 | 3556643 | 128714 | None | code164 | Wiring for lighting or power circuit using one of FRLS PVC insulated 1100v grade,multis and copper with low conductor resistance single core wire in open or consealed system of wiring with specified IS-694:1990 & confirming to GTP Group 'A' material 10 Sqmm | Mtr | 157.0 | 157.0 | 200.0 | False | None | None | False | None | False | 31400.0 | 0 | 3556644 | 128714 | None | code165 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.III - Double Door 6Way TP &N | Each | 3735.0 | 3735.0 | 3.0 | False | None | None | False | None | False | 11205.0 | 0 | 3556645 | 128714 | None | code166 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.II - Double Door 16Way SP &N | Each | 2650.0 | 2650.0 | 2.0 | False | None | None | False | None | False | 5300.0 | 0 | 3556646 | 128714 | None | code167 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 amps SP | Each | 523.0 | 523.0 | 30.0 | False | None | None | False | None | False | 15690.0 | 0 | 3556647 | 128714 | None | code168 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 amps DP | Each | 1103.0 | 1103.0 | 20.0 | False | None | None | False | None | False | 22060.0 | 0 | 3556648 | 128714 | None | code169 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 63 Amps 4 pole | Each | 3058.0 | 3058.0 | 5.0 | False | None | None | False | None | False | 15290.0 | 0 | 3556649 | 128714 | None | code170 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round 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 ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia | Nos | 2999.7 | 2999.7 | 6.0 | False | None | None | False | None | False | 17998.2 | 0 | 3556650 | 128714 | None | code171 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x6mm GI Strip | Mtr | 115.0 | 115.0 | 20.0 | False | None | None | False | None | False | 2300.0 | 0 | 3556651 | 128714 | None | code172 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm Copper Strip | Mtr | 505.0 | 505.0 | 30.0 | False | None | None | False | None | False | 15150.0 | 0 | 3556652 | 128714 | None | code173 | 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 | Mtr | 105.0 | 105.0 | 40.0 | False | None | None | False | None | False | 4200.0 | 0 | 3556653 | 128714 | None | code174 | Supplying of PVC Batten with integrated LED tube LED light fighting 1 x4'- 36/40 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. | Each | 1197.0 | 1197.0 | 80.0 | False | None | None | False | None | False | 95760.0 | 0 | 3556654 | 128714 | None | code175 | 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. 9W, 6500K | Each | 160.0 | 160.0 | 8.0 | False | None | None | False | None | False | 1280.0 | 0 | 3556655 | 128714 | None | code176 | Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size 110mm conduite using necessary machine screws. | No | 12.0 | 12.0 | 250.0 | False | None | None | False | None | False | 3000.0 | 0 | 3556656 | 128714 | None | code177 | Supplying & Fixing of 230 Volts 20/40 watts Fluorescent
Lamp holder | Each | 17.0 | 17.0 | 180.0 | False | None | None | False | None | False | 3060.0 | 0 | 3556657 | 128714 | None | code178 | Supplying of 1440rpm heavy duty exhuast fan with bracket blades suitable for operate on 230V 50Hz,AC supply complete. 15" Sweep (450mm) | Each | 4126.0 | 4126.0 | 8.0 | False | None | None | False | None | False | 33008.0 | 0 | 3556658 | 128714 | None | code179 | Supplying and fixing Metal Fan Box with Round Hook | No | 163.0 | 163.0 | 35.0 | False | None | None | False | None | False | 5705.0 | 0 | 3556659 | 128714 | None | code180 | 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) Regular model (Khaitan,Crompton Greaves,Orient,Polar,Bajaj,Havells,Almonard) | Each | 2085.0 | 2085.0 | 35.0 | False | None | None | False | None | False | 72975.0 | 0 | 3556660 | 128714 | None | code181 | Fixing all types and all capacities fluorecent/false ceiling/spot light/CFL fittings indoor on the wall / rafter / girders using 23/0.0076" twin twisted PVC insulated wires, required nos of round blocks and clamps (if required)a)On wall/ceiling/Rafters/Girders | Each | 119.0 | 119.0 | 88.0 | False | None | None | False | None | False | 10472.0 | 0 | 3556661 | 128714 | None | code182 | Fixing a ceiling/wall mounting fan of all capacities and all types to the existing S hook together with supplying and fixing a 5 amperes ceiling rose,necessary lenth of 23/0.0076 inch PVC insluted twisted copper wire and wiring completely. | Each | 162.0 | 162.0 | 35.0 | False | None | None | False | None | False | 5670.0 | 0 | 3556662 | 128714 | None | code183 | Fixing one exhaust fan in the nitch alredy left in the walls with the bolts and nuts and 5amps ceiling rose with sufficient lenth of 23/0.0076 inch PVC insulated twin core wire of approved make. | Each | 432.0 | 432.0 | 8.0 | False | None | None | False | None | False | 3456.0 | 0 | 3556663 | 128714 | None | code184 | 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 3.5 core 70 sqmm TC to panel | Mtr | 350.0 | 350.0 | 75.0 | False | None | None | False | None | False | 26250.0 | 0 | 3556664 | 128714 | None | code185 | Digging of trench of 0.6m deep x 0.50 mtr wide refiling the trench to the required ground level and consolidating etc., complete. In soil (Ordinary) | Mtr | 76.0 | 76.0 | 75.0 | False | None | None | False | None | False | 5700.0 | 0 | 3556665 | 128714 | None | code186 | Labour charges for laying of 1.1 KV class UG cable in
existing trench G I pipe / stoneware pipe / on wall / on pole
as required. 25sqmm to 75 sqmm TC to panel | Mtr | 15.5 | 15.5 | 75.0 | False | None | None | False | None | False | 1162.5 | 0 | 3556666 | 128714 | None | code187 | Supplying tinnd copper lugs and crimping and wiring to terminal point for wire of the following sizes 70 sqmm Long Barrel | Each | 95.0 | 95.0 | 10.0 | False | None | None | False | None | False | 950.0 | 0 | 3556667 | 128714 | None | code188 | Supplying and fixingof heavy duty cable glands suitable or UG cable o 1.1KV class (metal only) 45 mm dia | Each | 194.0 | 194.0 | 2.0 | False | None | None | False | None | False | 388.0 | 0 | 3556668 | 128714 | None | code189 | Supplying and fixing L.T. cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. 70Sqmm | Each | 622.0 | 622.0 | 3.0 | False | None | None | False | None | False | 1866.0 | 0 | 3556669 | 128714 | None | code190 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6. 75mm dia (5/p 121 / I K010B) m 184 | m | 239.2 | 239.2 | 75.0 | False | None | None | False | None | False | 17940.0 | 0 | 3556670 | 128714 | None | code191 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Microprocessed release and Earth Fault as per IS-13947. ( Icu = Ics)(34/9) FOUR POLE 5.14.9)160Amps 25kA | Each | 8500.0 | 8500.0 | 1.0 | False | None | None | False | None | False | 8500.0 | 0 | 3556671 | 128714 | None | code192 | Supplying of multi function digital meter with three line back light LCD type display for voltage,Current,frequency,Power, Powerfactor,KVA,KWH,KVARsuitable for 3 Phase,4 wire LT network with IP 54 degree of protection and completely wired as required wuth communication Port and Class 0.5s accuracy. | Each | 7750.0 | 7750.0 | 1.0 | False | None | None | False | None | False | 7750.0 | 0 | 3556672 | 128714 | None | code193 | 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,programable delay/auto/manual reset facility suitable to mount on DIN rail/flush mounting on panel board. | Each | 7700.0 | 7700.0 | 1.0 | False | None | None | False | None | False | 7700.0 | 0 | 3556673 | 128714 | None | code194 | Supplying, fixing and wiring 50/5A to 400/5A 5VA Burden class 1 Current Transformer. | Each | 700.0 | 700.0 | 2.0 | False | None | None | False | None | False | 1400.0 | 0 | 3556674 | 128714 | None | code195 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and wiring complete as required. 5.17.9)50-63Amps TPN | Each | 2397.0 | 2397.0 | 6.0 | False | None | None | False | None | False | 14382.0 | 0 | 3556675 | 128714 | None | code196 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and wiring complete as required. 5.17.6)50-63Amps DP | Each | 1365.0 | 1365.0 | 2.0 | False | None | None | False | None | False | 2730.0 | 0 | 3556676 | 128714 | None | code197 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and wiring complete as required. 5.17.4)6-32Amps DP | Each | 909.0 | 909.0 | 2.0 | False | None | None | False | None | False | 1818.0 | 0 | 3556677 | 128714 | None | code198 | Supplying,fixing and Fixing of Shunt trip suitable for MCCB. CBCT | Each | 1400.0 | 1400.0 | 3.0 | False | None | None | False | None | False | 4200.0 | 0 | 3556678 | 128714 | None | code199 | Supplying …..amps rated 3phase with netural bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/ERP/DMC insulator which are mounted on powder coated 40x6 mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts,nuts and washers etc.,complete. 5.40.1)100Amps 4x30x6mm Alluminium Strips | Mtr | 2050.0 | 2050.0 | 2.0 | False | None | None | False | None | False | 4100.0 | 0 | 3556679 | 128714 | None | code200 | Supplying …..amps rated 3phase with netural bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/ERP/DMC insulator which are mounted on powder coated 40x6 mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts,nuts and washers etc.,complete. 5.40.2)250Amps 4x30x10mm Alluminium Strips | Mtr | 2850.0 | 2850.0 | 2.0 | False | None | None | False | None | False | 5700.0 | 0 | 3556680 | 128714 | None | code201 | Supplying …..amps rated 3phase with netural bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/ERP/DMC insulator which are mounted on powder coated 40x6 mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts,nuts and washers etc.,complete. 5.40.3)400Amps 4x50x10mm Alluminium Strips | Mtr | 3700.0 | 3700.0 | 2.0 | False | None | None | False | None | False | 7400.0 | 0 | 3556681 | 128714 | None | code202 | Fabricating supplying and mounting MS box made out 16 SWG suitable for floor/wall mounting,fully weather proof with provision for better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. 14 SWG | Sq CM | 0.4 | 0.4 | 108000.0 | False | None | None | False | None | False | 43200.0 | 0 | 3556682 | 128714 | None | code203 | Supplying and fixing of LED type pannel board indicating lamp with reqired colour suitable for 220v A.C.50 Hz 12/24v D.C. | Each | 430.0 | 430.0 | 3.0 | False | None | None | False | None | False | 1290.0 | 0 | 3556683 | 128714 | None | code204 | Supplying of an load change over switches 4 poles AC-23A Duty 415V, 50Hz, AC Supply (Open Execution) 100 Amps | Each | 5500.0 | 5500.0 | 1.0 | False | None | None | False | None | False | 5500.0 | 0 | 3556684 | 128714 | None | code205 | Providing and fixing Aluminium fixtures like Aldrops of size 300x16mm, Tower Bolts of size 200x12mm, 100mm length oxidised iron Hinges, Handles of size 150mm, Door Stopper, Locking arrangements & Door Bush of aprroved make and quality including cost and Conveyance of all materials and as per thre direction of EIC of work with all lead and lift and directed by the engineer in charge of works. Double Shutter.(oxidised Iron Hinges -8),(Door Stopper 2 ), (Tower Bolt-3), Handles-4), (Aldrops-1), (Brass Door Bush -2),Locking Arrangements-1). Approved rate,DOC Chikkamangalore Ground Floor | Nos | 5698.18 | 5698.18 | 2.0 | False | None | None | False | None | False | 11396.36 | 0 | 3556685 | 128714 | None | code206 | Providing and fixing Aluminium fixtures like Aldrops of size 300x16mm, Tower Bolts of size 200x12mm, 100mm length oxidised iron Hinges, Handles of size 150mm, Door Stopper, Locking arrangements & Door Bush of aprroved make and quality including cost and Conveyance of all materials and as per thre direction of EIC of work with all lead and lift and directed by the engineer in charge of works. Double Shutter.(oxidised Iron Hinges -8),(Door Stopper 2 ), (Tower Bolt-3), Handles-4), (Aldrops-1), (Brass Door Bush -2),Locking Arrangements-1). Approved rate,DOC Chikkamangalore First Floor | Nos | 5698.18 | 5698.18 | 2.0 | False | None | None | False | None | False | 11396.36 | 0 | 3556686 | 128714 | None | code207 | Providing and fixing Aluminium fixtures like Aldrops of size 300x16mm, Tower Bolts of size 200x12mm, 100mm length oxidised iron Hinges, Handles of size 150mm, Door Stopper, Locking arrangements & Door Bush of aprroved make and quality including cost and Conveyance of all materials and as per thre direction of EIC of work with all lead and lift and directed by the engineer in charge of works. Double Shutter.(oxidised Iron Hinges -8),(Door Stopper 2 ), (Tower Bolt-3), Handles-4), (Aldrops-1), (Brass Door Bush -2),Locking Arrangements-1). Approved rate,DOC Chikkamangalore Second Floor | Nos | 5698.18 | 5698.18 | 1.0 | False | None | None | False | None | False | 5698.18 | 0 | 3556687 | 128714 | None | code208 | Providing and fixing Aluminium fixtures like Aldrops of size 300x16mm, Tower Bolts of size 200x12mm, 100mm length oxidised iron Hinges, Handles of size 150mm, Door Stopper, Locking arrangements & Door Bush of aprroved make and quality including cost and Conveyance of all materials and as per thre direction of EIC of work with all lead and lift and directed by the engineer in charge of works. Single Shutter.(oxidised Iron Hinges -8),(Door Stopper 2 ), (Tower Bolt-3), Handles-4), (Aldrops-1), (Brass Door Bush -2),Locking Arrangements-1). Approved rate,DOC Chikkamangalore Ground Floor | Nos | 3689.18 | 3689.18 | 9.0 | False | None | None | False | None | False | 33202.62 | 0 | 3556688 | 128714 | None | code209 | Providing and fixing Aluminium fixtures like Aldrops of size 300x16mm, Tower Bolts of size 200x12mm, 100mm length oxidised iron Hinges, Handles of size 150mm, Door Stopper, Locking arrangements & Door Bush of aprroved make and quality including cost and Conveyance of all materials and as per thre direction of EIC of work with all lead and lift and directed by the engineer in charge of works. Single Shutter.(oxidised Iron Hinges -8),(Door Stopper 2 ), (Tower Bolt-3), Handles-4), (Aldrops-1), (Brass Door Bush -2),Locking Arrangements-1). Approved rate,DOC Chikkamangalore First Floor | Nos | 3689.18 | 3689.18 | 2.0 | False | None | None | False | None | False | 7378.36 | 0 | 3556689 | 128714 | None | code210 | Providing and fixing Aluminium fixtures like Aldrops of size 300x16mm, Tower Bolts of size 200x12mm, 100mm length oxidised iron Hinges, Handles of size 150mm, Door Stopper, Locking arrangements & Door Bush of aprroved make and quality including cost and Conveyance of all materials and as per thre direction of EIC of work with all lead and lift and directed by the engineer in charge of works. Single Shutter.(oxidised Iron Hinges -8),(Door Stopper 2 ), (Tower Bolt-3), Handles-4), (Aldrops-1), (Brass Door Bush -2),Locking Arrangements-1). Approved rate,DOC Chikkamangalore Second Floor | Nos | 3689.18 | 3689.18 | 1.0 | False | None | None | False | None | False | 3689.18 | 0 | 3556690 | 128714 | None | code211 | Providing and fixing Green board of size 3.00mx1.2m with ceramic steel scratch resistance Magnetic Green Chalk Board including cost of materials, labour with neccesorry fixtures and fastnings as per the direction of engineer incharge Approved rate,GFGC Dharwad. | Each | 12300.0 | 12300.0 | 3.0 | False | None | None | False | None | False | 36900.0 | 0 | 3556691 | 128714 | None | code212 | Providing and fixing Testing and commissioning of CP Health faucet consisting of 1 No. 15mm dia CP Angle cock with wall flage.PVC flexible tube of 1m long tube with end nuts. Hand operated spray unit (instent type)CP Crutch etc, complete as directed by the Engineer in charge. Approved Rate DOC Chikkamangaluru | Each | 1145.54 | 1145.54 | 4.0 | False | None | None | False | None | False | 4582.16 | 0 | 3556692 | 128714 | None | code213 | Provoding & fixing testing and commissioning u PVC multi inlet floor trap conforming to IS 13592 with required P C support placed to required level as per site condition complete. 110mm dia inlet 75mm dia outlet , Make: PRINCE / ASHIRWAD / SUPREME / equivalent Approve rate Raichur Krishi Vishwa vidyanilaya | Nos | 141.86 | 141.86 | 14.0 | False | None | None | False | None | False | 1986.04 | 0 |
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