| 1726050224000 | 0 | None | None | Buildings | Construction of Hostel Building (G Plus 4) at Minority Welfare Department-Morarji Desai Residential School at Dodderi Village, Bhadravathi Taluk, Shivamogga District | 74654532.95 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3957980 | 153379 | None | code01 | 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. (Comn-SR V-1, Item No - 1.12) | Cum | 97.85 | 97.85 | 741.91 | False | None | None | False | None | False | 72595.8935 | 0 | | 3957981 | 153379 | None | code02 | 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 dessing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m .(Comn-SR V-1, Item No - 1.14.1) | Cum | 105.06 | 105.06 | 969.2 | False | None | None | False | None | False | 101824.152 | 0 | | 3957982 | 153379 | None | code03 | Earth work excavation for Foundation by mechanical means for In ordinary/soft rock without blasting upto 1.5 m depth, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dessing 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 ordinary/soft rock without blasting upto 1.5 m depth .(Comn-SR V-1, Item No - 1.15.1) | Cum | 373.89 | 373.89 | 230.43 | False | None | None | False | None | False | 86155.4727 | 0 | | 3957983 | 153379 | None | code04 | 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. (Comn-SR V-1, Item No - 1.9) | Cum | 273.98 | 273.98 | 477.14 | False | None | None | False | None | False | 130726.8172 | 0 | | 3957984 | 153379 | None | code05 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, ransportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work (Comn-SR V-1, Item No - 1.8) Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 5.5 m3) (Comn-SR V-3, Item No - 1.1) Taking output 10 t load and lead 10 km = 100 t.km (Comn-SR V-3, Item No - 1.4 i a) | Cum | 634.62 | 634.62 | 515.6558 | False | None | None | False | None | False | 327245.483796 | 0 | | 3957985 | 153379 | 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/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.. (Comn-SR V-2, Item No - 4.1) | Sqm | 121.54 | 121.54 | 568.51 | False | None | None | False | None | False | 69096.7054 | 0 | | 3957986 | 153379 | 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 1:4:8 (7.5) Using 40 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.2) | Cum | 5833.92 | 5833.92 | 222.1 | False | None | None | False | None | False | 1295713.632 | 0 | | 3957987 | 153379 | None | code08 | 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) Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No -2.2.2.1) For RCC Column Footing - Add shuttering, cost-8% : | Cum | 7048.17 | 7048.17 | 383.32 | False | None | None | False | None | False | 2701704.5244 | 0 | | 3957988 | 153379 | 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)- Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No -2.3.2) - Plinth Beam - Add shuttering, cost-50% : | Cum | 10011.6 | 10011.6 | 48.0 | False | None | None | False | None | False | 480556.8 | 0 | | 3957989 | 153379 | 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 (Comn-SR V-1, Item No -2.3.2) For Curtain Wall ( Retaining Wall ) | Cum | 7341.84 | 7341.84 | 29.37 | False | None | None | False | None | False | 215629.8408 | 0 | | 3957990 | 153379 | None | code11 | 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 (Comn-SR V-1, Item No -2.3.2) Flagging Concrete | Cum | 6674.4 | 6674.4 | 18.8 | False | None | None | False | None | False | 125478.72 | 0 | | 3957991 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Columns : a. Upto Plinth Lvl and b. Ground floor - Add shuttering, cost-70% : | Cum | 11982.09 | 11982.09 | 48.39 | False | None | None | False | None | False | 579813.3351 | 0 | | 3957992 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Columns : First floor - Add shuttering, cost-70% : | Cum | 12101.91 | 12101.91 | 18.59 | False | None | None | False | None | False | 224974.5069 | 0 | | 3957993 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Columns : Second floor - Add shuttering, cost-70% | Cum | 12221.73 | 12221.73 | 18.59 | False | None | None | False | None | False | 227201.9607 | 0 | | 3957994 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Columns : Third floor - Add shuttering, cost-70% : | Cum | 12341.56 | 12341.56 | 18.59 | False | None | None | False | None | False | 229429.6004 | 0 | | 3957995 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Columns : Fourth floor - Add shuttering, cost-70% : | Cum | 12461.38 | 12461.38 | 18.59 | False | None | None | False | None | False | 231657.0542 | 0 | | 3957996 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Columns : Fifth floor - Add shuttering, cost-70% : | Cum | 12581.2 | 12581.2 | 7.38 | False | None | None | False | None | False | 92849.256 | 0 | | 3957997 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Lintel beam : a. Ground floor - Add shuttering, cost-60% : | Cum | 11277.26 | 11277.26 | 5.66 | False | None | None | False | None | False | 63829.2916 | 0 | | 3957998 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2For RCC Lintel : First floor - Add shuttering, cost-60% : | Cum | 11390.04 | 11390.04 | 9.58 | False | None | None | False | None | False | 109116.5832 | 0 | | 3957999 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2For RCC Lintel : Second floor - Add shuttering, cost-60% : | Cum | 11502.81 | 11502.81 | 9.58 | False | None | None | False | None | False | 110196.9198 | 0 | | 3958000 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2For RCC Lintel : Third floor - Add shuttering, cost-60% : | Cum | 11615.58 | 11615.58 | 9.58 | False | None | None | False | None | False | 111277.2564 | 0 | | 3958001 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2 For RCC Lintel : Fourth floor - Add shuttering, cost-60% : | Cum | 11728.35 | 11728.35 | 9.58 | False | None | None | False | None | False | 112357.593 | 0 | | 3958002 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Roof beam : a. Ground floor - Add shuttering, cost-60% : | Cum | 11277.26 | 11277.26 | 39.31 | False | None | None | False | None | False | 443309.0906 | 0 | | 3958003 | 153379 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : First floor - Add shuttering, cost-60% : | Cum | 11390.04 | 11390.04 | 39.31 | False | None | None | False | None | False | 447742.4724 | 0 | | 3958004 | 153379 | None | code25 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Second floor - Add shuttering, cost-60% : | Cum | 11502.81 | 11502.81 | 39.31 | False | None | None | False | None | False | 452175.4611 | 0 | | 3958005 | 153379 | None | code26 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Third floor - Add shuttering, cost-60% : | Cum | 11615.58 | 11615.58 | 39.31 | False | None | None | False | None | False | 456608.4498 | 0 | | 3958006 | 153379 | None | code27 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Fourth floor - Add shuttering, cost-60% : | Cum | 11728.35 | 11728.35 | 39.31 | False | None | None | False | None | False | 461041.4385 | 0 | | 3958007 | 153379 | None | code28 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof beam : Fifth floor - Add shuttering, cost-60% : | Cum | 11841.13 | 11841.13 | 5.65 | False | None | None | False | None | False | 66902.3845 | 0 | | 3958008 | 153379 | None | code29 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Roof Slab : a. Ground floor - Add shuttering, cost-50% : | Cum | 10572.44 | 10572.44 | 100.33 | False | None | None | False | None | False | 1060732.9052 | 0 | | 3958009 | 153379 | None | code30 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : First floor - Add shuttering, cost-50% : | Cum | 10678.16 | 10678.16 | 97.56 | False | None | None | False | None | False | 1041761.2896 | 0 | | 3958010 | 153379 | None | code31 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Second floor - Add shuttering, cost-50% : | Cum | 10783.88 | 10783.88 | 97.56 | False | None | None | False | None | False | 1052075.3328 | 0 | | 3958011 | 153379 | None | code32 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Third floor - Add shuttering, cost-50% : | Cum | 10889.61 | 10889.61 | 97.56 | False | None | None | False | None | False | 1062390.3516 | 0 | | 3958012 | 153379 | None | code33 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Fourth floor - Add shuttering, cost-50% : | Cum | 10995.33 | 10995.33 | 97.56 | False | None | None | False | None | False | 1072704.3948 | 0 | | 3958013 | 153379 | None | code34 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Roof slab : Fifth floor - Add shuttering, cost-50% : | Cum | 11101.06 | 11101.06 | 10.33 | False | None | None | False | None | False | 114673.9498 | 0 | | 3958014 | 153379 | None | code35 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Staircase : a. Ground floor to First floor - Add shuttering, cost-50% : | Cum | 10572.44 | 10572.44 | 5.35 | False | None | None | False | None | False | 56562.554 | 0 | | 3958015 | 153379 | None | code36 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : First floor to Second floor - Add shuttering, cost-50% : | Cum | 10678.16 | 10678.16 | 5.0 | False | None | None | False | None | False | 53390.8 | 0 | | 3958016 | 153379 | None | code37 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : Second floor to Third floor - Add shuttering, cost-50% : | Cum | 10783.88 | 10783.88 | 5.0 | False | None | None | False | None | False | 53919.4 | 0 | | 3958017 | 153379 | None | code38 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : Third floor to Fourth floor - Add shuttering, cost-50% : | Cum | 10889.61 | 10889.61 | 5.0 | False | None | None | False | None | False | 54448.05 | 0 | | 3958018 | 153379 | None | code39 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Staircase : Fourth floor to Fifth (Terrace) floor - Add shuttering, cost-50% : | Cum | 10995.33 | 10995.33 | 5.0 | False | None | None | False | None | False | 54976.65 | 0 | | 3958019 | 153379 | None | code40 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Chejja's & Sill : a. Ground floor - Add shuttering, cost-45% : | Cum | 10220.02 | 10220.02 | 5.68 | False | None | None | False | None | False | 58049.7136 | 0 | | 3958020 | 153379 | None | code41 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Chejja's & Sill : First floor - Add shuttering, cost-45% : | Cum | 10322.22 | 10322.22 | 5.2 | False | None | None | False | None | False | 53675.544 | 0 | | 3958021 | 153379 | None | code42 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Chejja's & Sill : Second floor - Add shuttering, cost-45% : | Cum | 10424.42 | 10424.42 | 5.2 | False | None | None | False | None | False | 54206.984 | 0 | | 3958022 | 153379 | None | code43 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2) For RCC Chejja's & Sill : Third floor - Add shuttering, cost-45% : | Cum | 10526.62 | 10526.62 | 5.2 | False | None | None | False | None | False | 54738.424 | 0 | | 3958023 | 153379 | None | code44 | 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) - Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Comn-SR V-1, Item No -2.5.2)For RCC Chejja's & Sill : Fourth floor - Add shuttering, cost-45% : | Cum | 10628.82 | 10628.82 | 5.2 | False | None | None | False | None | False | 55269.864 | 0 | | 3958024 | 153379 | None | code45 | Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) ground floor | Mtr | 33.0 | 33.0 | 255.4 | False | None | None | False | None | False | 8428.2 | 0 | | 3958025 | 153379 | None | code46 | Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) first floor | Mtr | 38.0 | 38.0 | 240.1 | False | None | None | False | None | False | 9123.8 | 0 | | 3958026 | 153379 | None | code47 | Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) second floor | Mtr | 43.0 | 43.0 | 240.1 | False | None | None | False | None | False | 10324.3 | 0 | | 3958027 | 153379 | None | code48 | Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) third floor | Mtr | 48.0 | 48.0 | 240.1 | False | None | None | False | None | False | 11524.8 | 0 | | 3958028 | 153379 | None | code49 | Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) fourth floor | Mtr | 53.0 | 53.0 | 240.1 | False | None | None | False | None | False | 12725.3 | 0 | | 3958029 | 153379 | None | code50 | Extra for providing throating or drip moulding to RCC Chejja with plastering ( Labour charge only ) as per Specification. ( SR 2018, P-16, Item No - 4.21 ) terrace floor | Mtr | 58.0 | 58.0 | 30.6 | False | None | None | False | None | False | 1774.8 | 0 | | 3958030 | 153379 | None | code51 | 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) (Comn-SR V-1, Item No -2.11.a) a. Ground floor | Tonne | 92140.71 | 92140.71 | 70.99 | False | None | None | False | None | False | 6541069.0029 | 0 | | 3958031 | 153379 | None | code52 | 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) (Comn-SR V-1, Item No -2.11.a) First Floor | Tonne | 93062.12 | 93062.12 | 23.51 | False | None | None | False | None | False | 2187890.4412 | 0 | | 3958032 | 153379 | None | code53 | 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) (Comn-SR V-1, Item No -2.11.a)Second Floor | Tonne | 93983.52 | 93983.52 | 23.51 | False | None | None | False | None | False | 2209552.5552 | 0 | | 3958033 | 153379 | None | code54 | 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) (Comn-SR V-1, Item No -2.11.a)Third Floor | Tonne | 94904.93 | 94904.93 | 23.51 | False | None | None | False | None | False | 2231214.9043 | 0 | | 3958034 | 153379 | None | code55 | 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) (Comn-SR V-1, Item No -2.11.a)Fourth Floor | Tonne | 95826.34 | 95826.34 | 23.51 | False | None | None | False | None | False | 2252877.2534 | 0 | | 3958035 | 153379 | None | code56 | 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) (Comn-SR V-1, Item No -2.11.a)Fifth Floor or Terrace Floor | Tonne | 96747.75 | 96747.75 | 3.94 | False | None | None | False | None | False | 381186.135 | 0 | | 3958036 | 153379 | None | code57 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator Sill : a. Ground floor - Add shuttering, cost-45% : | Cum | 10245.62 | 10245.62 | 1.15 | False | None | None | False | None | False | 11782.463 | 0 | | 3958037 | 153379 | None | code58 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : First floor - Add shuttering, cost-45% : | Cum | 10348.07 | 10348.07 | 1.08 | False | None | None | False | None | False | 11175.9156 | 0 | | 3958038 | 153379 | None | code59 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : Second floor - Add shuttering, cost-45% : | Cum | 10450.53 | 10450.53 | 1.08 | False | None | None | False | None | False | 11286.5724 | 0 | | 3958039 | 153379 | None | code60 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : Third floor - Add shuttering, cost-45% : | Cum | 10552.98 | 10552.98 | 1.08 | False | None | None | False | None | False | 11397.2184 | 0 | | 3958040 | 153379 | None | code61 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Comn-SR V-1, Item No - 2.1.4) For RCC Window & Ventilator - Sill : Fourth floor - Add shuttering, cost-45% : | Cum | 10655.44 | 10655.44 | 1.08 | False | None | None | False | None | False | 11507.8752 | 0 | | 3958041 | 153379 | None | code62 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Comn-SR V-2, Item No - 6.32) a. Ground floor | Sqm | 1349.3 | 1349.3 | 220.64 | False | None | None | False | None | False | 297709.552 | 0 | | 3958042 | 153379 | None | code63 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Comn-SR V-2, Item No - 6.32) First Floor | Sqm | 1362.79 | 1362.79 | 194.76 | False | None | None | False | None | False | 265416.9804 | 0 | | 3958043 | 153379 | None | code64 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Comn-SR V-2, Item No - 6.32) Second Floor | Sqm | 1376.29 | 1376.29 | 194.76 | False | None | None | False | None | False | 268046.2404 | 0 | | 3958044 | 153379 | None | code65 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Comn-SR V-2, Item No - 6.32) Third Floor | Sqm | 1389.78 | 1389.78 | 194.76 | False | None | None | False | None | False | 270673.5528 | 0 | | 3958045 | 153379 | None | code66 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Comn-SR V-2, Item No - 6.32)Fourth Floor | Sqm | 1403.27 | 1403.27 | 194.76 | False | None | None | False | None | False | 273300.8652 | 0 | | 3958046 | 153379 | None | code67 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Comn-SR V-2, Item No - 6.32) Fifth Floor or Terrace Floor | Sqm | 1416.77 | 1416.77 | 196.44 | False | None | None | False | None | False | 278310.2988 | 0 | | 3958047 | 153379 | None | code68 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.33) a. Ground floor | Sqm | 1267.93 | 1267.93 | 209.41 | False | None | None | False | None | False | 265517.2213 | 0 | | 3958048 | 153379 | None | code69 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.33) First Floor | Sqm | 1280.61 | 1280.61 | 316.02 | False | None | None | False | None | False | 404698.3722 | 0 | | 3958049 | 153379 | None | code70 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.33)Second Floor | Sqm | 1293.29 | 1293.29 | 316.02 | False | None | None | False | None | False | 408705.5058 | 0 | | 3958050 | 153379 | None | code71 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.33)Third Floor | Sqm | 1305.97 | 1305.97 | 316.02 | False | None | None | False | None | False | 412712.6394 | 0 | | 3958051 | 153379 | None | code72 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.33)Fourth Floor | Sqm | 1318.65 | 1318.65 | 316.02 | False | None | None | False | None | False | 416719.773 | 0 | | 3958052 | 153379 | None | code73 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.34) a. Ground floor | Sqm | 1137.12 | 1137.12 | 114.61 | False | None | None | False | None | False | 130325.3232 | 0 | | 3958053 | 153379 | None | code74 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.34)First Floor | Sqm | 1148.49 | 1148.49 | 89.74 | False | None | None | False | None | False | 103065.4926 | 0 | | 3958054 | 153379 | None | code75 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.34)Second Floor | Sqm | 1159.86 | 1159.86 | 89.74 | False | None | None | False | None | False | 104085.8364 | 0 | | 3958055 | 153379 | None | code76 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.34)Third Floor | Sqm | 1171.23 | 1171.23 | 89.74 | False | None | None | False | None | False | 105106.1802 | 0 | | 3958056 | 153379 | None | code77 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/Cum and minimum compressive strength of 4.00 N/mSqm conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Comn-SR V-2, Item No - 6.34) Fourth Floor | Sqm | 1182.6 | 1182.6 | 89.74 | False | None | None | False | None | False | 106126.524 | 0 | | 3958057 | 153379 | None | code78 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (Comn-SR V-2, Item No - 12.13.1) a. Ground floor | Cum | 101779.45 | 101779.45 | 1.25 | False | None | None | False | None | False | 127224.3125 | 0 | | 3958058 | 153379 | None | code79 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (Comn-SR V-2, Item No - 12.13.1) First Floor | Cum | 102797.24 | 102797.24 | 1.01 | False | None | None | False | None | False | 103825.2124 | 0 | | 3958059 | 153379 | None | code80 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (Comn-SR V-2, Item No - 12.13.1) Second Floor | Cum | 103815.04 | 103815.04 | 1.01 | False | None | None | False | None | False | 104853.1904 | 0 | | 3958060 | 153379 | None | code81 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (Comn-SR V-2, Item No - 12.13.1) Third Floor | Cum | 104832.83 | 104832.83 | 1.01 | False | None | None | False | None | False | 105881.1583 | 0 | | 3958061 | 153379 | None | code82 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (Comn-SR V-2, Item No - 12.13.1) Fourth Floor | Cum | 105850.63 | 105850.63 | 1.01 | False | None | None | False | None | False | 106909.1363 | 0 | | 3958062 | 153379 | None | code83 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. (Comn-SR V-2, Item No - 12.13.1) Fifth Floor | Cum | 106868.42 | 106868.42 | 0.08 | False | None | None | False | None | False | 8549.4736 | 0 | | 3958063 | 153379 | None | code84 | 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.(Comn-SR V-2, Item No -12.51) a. Ground floor | Nos | 1046.48 | 1046.48 | 10.0 | False | None | None | False | None | False | 10464.8 | 0 | | 3958064 | 153379 | None | code85 | 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.(Comn-SR V-2, Item No -12.51) First Floor | Nos | 1056.94 | 1056.94 | 13.0 | False | None | None | False | None | False | 13740.22 | 0 | | 3958065 | 153379 | None | code86 | 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.(Comn-SR V-2, Item No -12.51) Second Floor | Nos | 1067.41 | 1067.41 | 13.0 | False | None | None | False | None | False | 13876.33 | 0 | | 3958066 | 153379 | None | code87 | 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.(Comn-SR V-2, Item No -12.51) Third Floor | Nos | 1077.87 | 1077.87 | 13.0 | False | None | None | False | None | False | 14012.31 | 0 | | 3958067 | 153379 | None | code88 | 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.(Comn-SR V-2, Item No -12.51)Fourth Floor | Nos | 1088.34 | 1088.34 | 13.0 | False | None | None | False | None | False | 14148.42 | 0 | | 3958068 | 153379 | None | code89 | 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.(Comn-SR V-2, Item No -12.51) Fifth Floor | Nos | 1098.8 | 1098.8 | 1.0 | False | None | None | False | None | False | 1098.8 | 0 | | 3958069 | 153379 | None | code90 | Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) a. Ground floor | Sqm | 5108.8 | 5108.8 | 33.6 | False | None | None | False | None | False | 171655.68 | 0 | | 3958070 | 153379 | None | code91 | Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) First Floor | Sqm | 5159.89 | 5159.89 | 31.2 | False | None | None | False | None | False | 160988.568 | 0 | | 3958071 | 153379 | None | code92 | Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Second Floor | Sqm | 5210.98 | 5210.98 | 31.2 | False | None | None | False | None | False | 162582.576 | 0 | | 3958072 | 153379 | None | code93 | Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Third Floor | Sqm | 5262.06 | 5262.06 | 31.2 | False | None | None | False | None | False | 164176.272 | 0 | | 3958073 | 153379 | None | code94 | Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Fourth Floor | Sqm | 5313.15 | 5313.15 | 31.2 | False | None | None | False | None | False | 165770.28 | 0 | | 3958074 | 153379 | None | code95 | Providing and fixing flush door shutter made out of solid core block board type 40 mm thick Both side teak, 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. (Comn-SR V-2, Item No - 12.57.7) Fifth Floor | Sqm | 5364.24 | 5364.24 | 2.4 | False | None | None | False | None | False | 12874.176 | 0 | | 3958075 | 153379 | None | code96 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (Comn-SR V-2, Item No 12.93.1) a. Ground floor | m | 723.06 | 723.06 | 25.05 | False | None | None | False | None | False | 18112.653 | 0 | | 3958076 | 153379 | None | code97 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (Comn-SR V-2, Item No 12.93.1) First Floor | m | 730.29 | 730.29 | 99.0 | False | None | None | False | None | False | 72298.71 | 0 | | 3958077 | 153379 | None | code98 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (Comn-SR V-2, Item No 12.93.1) Second Floor | m | 737.52 | 737.52 | 99.0 | False | None | None | False | None | False | 73014.48 | 0 | | 3958078 | 153379 | None | code99 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (Comn-SR V-2, Item No 12.93.1) Third Floor | m | 744.75 | 744.75 | 99.0 | False | None | None | False | None | False | 73730.25 | 0 | | 3958079 | 153379 | None | code100 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/Cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mSqm , modulus of elasticity 900 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (Comn-SR V-2, Item No 12.93.1) Fourth Floor | m | 751.98 | 751.98 | 99.0 | False | None | None | False | None | False | 74446.02 | 0 | | 3958080 | 153379 | None | code101 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with ecessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately). 30 mm thickness. (Comn-SR V-2, Item No - 12.94.1) a. Ground floor | Sqm | 3589.55 | 3589.55 | 8.51 | False | None | None | False | None | False | 30547.0705 | 0 | | 3958081 | 153379 | None | code102 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with ecessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately). 30 mm thickness. (Comn-SR V-2, Item No - 12.94.1) First Floor | Sqm | 3625.45 | 3625.45 | 31.5 | False | None | None | False | None | False | 114201.675 | 0 | | 3958082 | 153379 | None | code103 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with ecessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately). 30 mm thickness. (Comn-SR V-2, Item No - 12.94.1) Second Floor | Sqm | 3661.34 | 3661.34 | 31.5 | False | None | None | False | None | False | 115332.21 | 0 | | 3958083 | 153379 | None | code104 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with ecessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately). 30 mm thickness. (Comn-SR V-2, Item No - 12.94.1) Third Floor | Sqm | 3697.24 | 3697.24 | 31.5 | False | None | None | False | None | False | 116463.06 | 0 | | 3958084 | 153379 | None | code105 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/Cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mSqm , modulus of elasticity 850 N/mSqm and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with ecessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately). 30 mm thickness. (Comn-SR V-2, Item No - 12.94.1) Fourth Floor | Sqm | 3733.13 | 3733.13 | 31.5 | False | None | None | False | None | False | 117593.595 | 0 | | 3958085 | 153379 | None | code106 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Comn-SR V-2, Item No -12.90) a. Ground floor | Sqm | 6936.02 | 6936.02 | 56.7 | False | None | None | False | None | False | 393272.334 | 0 | | 3958086 | 153379 | None | code107 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Comn-SR V-2, Item No -12.90) First Floor | Sqm | 7005.38 | 7005.38 | 37.8 | False | None | None | False | None | False | 264803.364 | 0 | | 3958087 | 153379 | None | code108 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Comn-SR V-2, Item No -12.90) Second Floor | Sqm | 7074.74 | 7074.74 | 37.8 | False | None | None | False | None | False | 267425.172 | 0 | | 3958088 | 153379 | None | code109 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Comn-SR V-2, Item No -12.90) Third Floor | Sqm | 7144.1 | 7144.1 | 37.8 | False | None | None | False | None | False | 270046.98 | 0 | | 3958089 | 153379 | None | code110 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (Comn-SR V-2, Item No -12.90) Fourth Floor | Sqm | 7213.46 | 7213.46 | 37.8 | False | None | None | False | None | False | 272668.788 | 0 | | 3958090 | 153379 | None | code111 | 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). (Comn-SR V-2, Item No -12.85) a. Ground floor | Sqm | 5890.57 | 5890.57 | 0.9 | False | None | None | False | None | False | 5301.513 | 0 | | 3958091 | 153379 | None | code112 | 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). (Comn-SR V-2, Item No -12.85) First Floor | Sqm | 5949.48 | 5949.48 | 19.62 | False | None | None | False | None | False | 116728.7976 | 0 | | 3958092 | 153379 | None | code113 | 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). (Comn-SR V-2, Item No -12.85) Second Floor | Sqm | 6008.38 | 6008.38 | 19.62 | False | None | None | False | None | False | 117884.4156 | 0 | | 3958093 | 153379 | None | code114 | 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). (Comn-SR V-2, Item No -12.85) Third Floor | Sqm | 6067.29 | 6067.29 | 19.62 | False | None | None | False | None | False | 119040.2298 | 0 | | 3958094 | 153379 | None | code115 | 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). (Comn-SR V-2, Item No -12.85) Fourth Floor | Sqm | 6126.19 | 6126.19 | 19.62 | False | None | None | False | None | False | 120195.8478 | 0 | | 3958095 | 153379 | None | code116 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (Comn-SR V-2, Item No -11.34A) a. Ground floor | Kgs | 173.04 | 173.04 | 1493.1 | False | None | None | False | None | False | 258366.024 | 0 | | 3958096 | 153379 | None | code117 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (Comn-SR V-2, Item No -11.34A) First Floor | Kgs | 174.77 | 174.77 | 1716.12 | False | None | None | False | None | False | 299926.2924 | 0 | | 3958097 | 153379 | None | code118 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (Comn-SR V-2, Item No -11.34A) Second Floor | Kgs | 176.5 | 176.5 | 1716.12 | False | None | None | False | None | False | 302895.18 | 0 | | 3958098 | 153379 | None | code119 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (Comn-SR V-2, Item No -11.34A) Third Floor | Kgs | 178.23 | 178.23 | 1716.12 | False | None | None | False | None | False | 305864.0676 | 0 | | 3958099 | 153379 | None | code120 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. (Comn-SR V-2, Item No -11.34A) Fourth Floor | Kgs | 179.96 | 179.96 | 1716.12 | False | None | None | False | None | False | 308832.9552 | 0 | | 3958100 | 153379 | None | code121 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.. (Comn-SR V-2, Item No -11.5.1) Main Door Grill Gate | Sqm | 4612.34 | 4612.34 | 8.16 | False | None | None | False | None | False | 37636.6944 | 0 | | 3958101 | 153379 | None | code122 | 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. (Comn-SR V-2, Item No -11.28) a. Ground floor | Kgs | 581.95 | 581.95 | 142.64 | False | None | None | False | None | False | 83009.348 | 0 | | 3958102 | 153379 | None | code123 | 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. (Comn-SR V-2, Item No -11.28) First Floor | Kgs | 587.77 | 587.77 | 82.12 | False | None | None | False | None | False | 48267.6724 | 0 | | 3958103 | 153379 | None | code124 | 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. (Comn-SR V-2, Item No -11.28) Second Floor | Kgs | 593.59 | 593.59 | 82.12 | False | None | None | False | None | False | 48745.6108 | 0 | | 3958104 | 153379 | None | code125 | 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. (Comn-SR V-2, Item No -11.28) Third Floor | Kgs | 599.41 | 599.41 | 82.12 | False | None | None | False | None | False | 49223.5492 | 0 | | 3958105 | 153379 | None | code126 | 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. (Comn-SR V-2, Item No -11.28) Fourth Floor | Kgs | 605.23 | 605.23 | 82.12 | False | None | None | False | None | False | 49701.4876 | 0 | | 3958106 | 153379 | None | code127 | 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. (Comn-SR V-2, Item No -8.1.1) For Ceiling a. Ground floor | Sqm | 262.65 | 262.65 | 490.3 | False | None | None | False | None | False | 128777.295 | 0 | | 3958107 | 153379 | None | code128 | 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. (Comn-SR V-2, Item No -8.1.1) First Floor | Sqm | 265.28 | 265.28 | 471.82 | False | None | None | False | None | False | 125164.4096 | 0 | | 3958108 | 153379 | None | code129 | 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. (Comn-SR V-2, Item No -8.1.1) Second Floor | Sqm | 267.9 | 267.9 | 471.82 | False | None | None | False | None | False | 126400.578 | 0 | | 3958109 | 153379 | None | code130 | 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. (Comn-SR V-2, Item No -8.1.1) Third Floor | Sqm | 270.53 | 270.53 | 471.82 | False | None | None | False | None | False | 127641.4646 | 0 | | 3958110 | 153379 | None | code131 | 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. (Comn-SR V-2, Item No -8.1.1) Fourth Floor | Sqm | 273.16 | 273.16 | 471.82 | False | None | None | False | None | False | 128882.3512 | 0 | | 3958111 | 153379 | None | code132 | 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. (Comn-SR V-2, Item No -8.1.1) Fifth Floor | Sqm | 275.78 | 275.78 | 650.11 | False | None | None | False | None | False | 179287.3358 | 0 | | 3958112 | 153379 | None | code133 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Inside wall a. Ground floor | Sqm | 287.37 | 287.37 | 1026.28 | False | None | None | False | None | False | 294922.0836 | 0 | | 3958113 | 153379 | None | code134 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Inside wall First Floor | Sqm | 290.24 | 290.24 | 1561.26 | False | None | None | False | None | False | 453140.1024 | 0 | | 3958114 | 153379 | None | code135 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Inside wallSecond Floor | Sqm | 293.12 | 293.12 | 1561.26 | False | None | None | False | None | False | 457636.5312 | 0 | | 3958115 | 153379 | None | code136 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Inside wall Third Floor | Sqm | 295.99 | 295.99 | 1561.26 | False | None | None | False | None | False | 462117.3474 | 0 | | 3958116 | 153379 | None | code137 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Inside wall Fourth Floor | Sqm | 298.86 | 298.86 | 1561.26 | False | None | None | False | None | False | 466598.1636 | 0 | | 3958117 | 153379 | None | code138 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Inside wall Fifth Floor | Sqm | 301.74 | 301.74 | 81.88 | False | None | None | False | None | False | 24706.4712 | 0 | | 3958118 | 153379 | None | code139 | Providing and fixing suitable plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (Comn-SR V-2, Item No -8.16.2) ground floor | Mtr | 39.14 | 39.14 | 102.75 | False | None | None | False | None | False | 4021.635 | 0 | | 3958119 | 153379 | None | code140 | Providing and fixing suitable plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (Comn-SR V-2, Item No -8.16.2) first floor | Mtr | 39.53 | 39.53 | 620.45 | False | None | None | False | None | False | 24526.3885 | 0 | | 3958120 | 153379 | None | code141 | Providing and fixing suitable plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (Comn-SR V-2, Item No -8.16.2) second floor | Mtr | 39.92 | 39.92 | 620.45 | False | None | None | False | None | False | 24768.364 | 0 | | 3958121 | 153379 | None | code142 | Providing and fixing suitable plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (Comn-SR V-2, Item No -8.16.2) third floor | Mtr | 40.31 | 40.31 | 620.45 | False | None | None | False | None | False | 25010.3395 | 0 | | 3958122 | 153379 | None | code143 | Providing and fixing suitable plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (Comn-SR V-2, Item No -8.16.2) fourth floor | Mtr | 40.71 | 40.71 | 620.45 | False | None | None | False | None | False | 25258.5195 | 0 | | 3958123 | 153379 | None | code144 | Providing and fixing suitable plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ) (Comn-SR V-2, Item No -8.16.2) fifth floor | Mtr | 41.1 | 41.1 | 79.4 | False | None | None | False | None | False | 3263.34 | 0 | | 3958124 | 153379 | None | code145 | 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. (Comn-SR V-2, Item No -8.51) a. Ground floor | Sqm | 103.0 | 103.0 | 1516.58 | False | None | None | False | None | False | 156207.74 | 0 | | 3958125 | 153379 | None | code146 | 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. (Comn-SR V-2, Item No -8.51) First Floor | Sqm | 104.03 | 104.03 | 2033.08 | False | None | None | False | None | False | 211501.3124 | 0 | | 3958126 | 153379 | None | code147 | 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. (Comn-SR V-2, Item No -8.51) Second Floor | Sqm | 105.06 | 105.06 | 2033.08 | False | None | None | False | None | False | 213595.3848 | 0 | | 3958127 | 153379 | None | code148 | 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. (Comn-SR V-2, Item No -8.51) Third Floor | Sqm | 106.09 | 106.09 | 2033.08 | False | None | None | False | None | False | 215689.4572 | 0 | | 3958128 | 153379 | None | code149 | 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. (Comn-SR V-2, Item No -8.51) Fourth Floor | Sqm | 107.12 | 107.12 | 2033.08 | False | None | None | False | None | False | 217783.5296 | 0 | | 3958129 | 153379 | None | code150 | 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. (Comn-SR V-2, Item No -8.51) Fifth Floor | Sqm | 108.15 | 108.15 | 731.99 | False | None | None | False | None | False | 79164.7185 | 0 | | 3958130 | 153379 | None | code151 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Comn-SR V-2, Item No -8.9) For External wall a. Ground floor | Sqm | 396.55 | 396.55 | 564.36 | False | None | None | False | None | False | 223796.958 | 0 | | 3958131 | 153379 | None | code152 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Comn-SR V-2, Item No -8.9) For External wall First Floor | Sqm | 400.52 | 400.52 | 585.48 | False | None | None | False | None | False | 234496.4496 | 0 | | 3958132 | 153379 | None | code153 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Comn-SR V-2, Item No -8.9) For External wall Second Floor | Sqm | 404.48 | 404.48 | 585.48 | False | None | None | False | None | False | 236814.9504 | 0 | | 3958133 | 153379 | None | code154 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Comn-SR V-2, Item No -8.9) For External wall Third Floor | Sqm | 408.45 | 408.45 | 585.48 | False | None | None | False | None | False | 239139.306 | 0 | | 3958134 | 153379 | None | code155 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Comn-SR V-2, Item No -8.9) For External wall Fourth Floor | Sqm | 412.41 | 412.41 | 585.48 | False | None | None | False | None | False | 241457.8068 | 0 | | 3958135 | 153379 | None | code156 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Comn-SR V-2, Item No -8.9) For External wall Fifth Floor | Sqm | 416.38 | 416.38 | 446.65 | False | None | None | False | None | False | 185976.127 | 0 | | 3958136 | 153379 | None | code157 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per pecifications and as per directions of the Engineerin-Charge. (Comn-SR V-2, Item No -8.12) For External wall ground Floor | Sqm | 65.92 | 65.92 | 112.87 | False | None | None | False | None | False | 7440.3904 | 0 | | 3958137 | 153379 | None | code158 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per pecifications and as per directions of the Engineerin-Charge. (Comn-SR V-2, Item No -8.12) For External wall first Floor | Sqm | 65.92 | 65.92 | 117.1 | False | None | None | False | None | False | 7719.232 | 0 | | 3958138 | 153379 | None | code159 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per pecifications and as per directions of the Engineerin-Charge. (Comn-SR V-2, Item No -8.12) For External wall second Floor | Sqm | 65.92 | 65.92 | 117.1 | False | None | None | False | None | False | 7719.232 | 0 | | 3958139 | 153379 | None | code160 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per pecifications and as per directions of the Engineerin-Charge. (Comn-SR V-2, Item No -8.12) For External wall third Floor | Sqm | 65.92 | 65.92 | 117.1 | False | None | None | False | None | False | 7719.232 | 0 | | 3958140 | 153379 | None | code161 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per pecifications and as per directions of the Engineerin-Charge. (Comn-SR V-2, Item No -8.12) For External wall fourth Floor | Sqm | 65.92 | 65.92 | 117.1 | False | None | None | False | None | False | 7719.232 | 0 | | 3958141 | 153379 | None | code162 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per pecifications and as per directions of the Engineerin-Charge. (Comn-SR V-2, Item No -8.12) For External wall fifth Floor | Sqm | 65.92 | 65.92 | 89.33 | False | None | None | False | None | False | 5888.6336 | 0 | | 3958142 | 153379 | None | code163 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) ground floor | Sqm | 162.74 | 162.74 | 1516.58 | False | None | None | False | None | False | 246808.2292 | 0 | | 3958143 | 153379 | None | code164 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) first floor | Sqm | 164.37 | 164.37 | 2033.08 | False | None | None | False | None | False | 334177.3596 | 0 | | 3958144 | 153379 | None | code165 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) second floor | Sqm | 165.99 | 165.99 | 2033.08 | False | None | None | False | None | False | 337470.9492 | 0 | | 3958145 | 153379 | None | code166 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) third floor | Sqm | 167.62 | 167.62 | 2033.08 | False | None | None | False | None | False | 340784.8696 | 0 | | 3958146 | 153379 | None | code167 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) fourth floor | Sqm | 169.25 | 169.25 | 2033.08 | False | None | None | False | None | False | 344098.79 | 0 | | 3958147 | 153379 | None | code168 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life). (Comn-SR V-2, Item No -8.33.1) fifth floor | Sqm | 170.88 | 170.88 | 731.99 | False | None | None | False | None | False | 125082.4512 | 0 | | 3958148 | 153379 | None | code169 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) ground floor | Sqm | 54.59 | 54.59 | 564.36 | False | None | None | False | None | False | 30808.4124 | 0 | | 3958149 | 153379 | None | code170 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) first floor | Sqm | 55.14 | 55.14 | 585.48 | False | None | None | False | None | False | 32283.3672 | 0 | | 3958150 | 153379 | None | code171 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) second floor | Sqm | 55.68 | 55.68 | 585.48 | False | None | None | False | None | False | 32599.5264 | 0 | | 3958151 | 153379 | None | code172 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) third floor | Sqm | 56.23 | 56.23 | 585.48 | False | None | None | False | None | False | 32921.5404 | 0 | | 3958152 | 153379 | None | code173 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) fourth floor | Sqm | 56.77 | 56.77 | 585.48 | False | None | None | False | None | False | 33237.6996 | 0 | | 3958153 | 153379 | None | code174 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer 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. (Comn-SR V-2, Item No -8.27) fifth floor | Sqm | 57.32 | 57.32 | 446.65 | False | None | None | False | None | False | 25601.978 | 0 | | 3958154 | 153379 | None | code175 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.30) @ ground floor | Sqm | 179.22 | 179.22 | 564.36 | False | None | None | False | None | False | 101144.5992 | 0 | | 3958155 | 153379 | None | code176 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.30) : @ first floor | Sqm | 181.01 | 181.01 | 585.48 | False | None | None | False | None | False | 105977.7348 | 0 | | 3958156 | 153379 | None | code177 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.30) @ second floor | Sqm | 182.8 | 182.8 | 585.48 | False | None | None | False | None | False | 107025.744 | 0 | | 3958157 | 153379 | None | code178 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.30) @ third floor | Sqm | 184.6 | 184.6 | 585.48 | False | None | None | False | None | False | 108079.608 | 0 | | 3958158 | 153379 | None | code179 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.30) @ fourth floor | Sqm | 186.39 | 186.39 | 585.48 | False | None | None | False | None | False | 109127.6172 | 0 | | 3958159 | 153379 | None | code180 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.30) @ fifth floor | Sqm | 188.18 | 188.18 | 446.65 | False | None | None | False | None | False | 84050.597 | 0 | | 3958160 | 153379 | None | code181 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ ground floor | Sqm | 118.45 | 118.45 | 142.2 | False | None | None | False | None | False | 16843.59 | 0 | | 3958161 | 153379 | None | code182 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ first floor | Sqm | 119.63 | 119.63 | 163.44 | False | None | None | False | None | False | 19552.3272 | 0 | | 3958162 | 153379 | None | code183 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ second floor | Sqm | 120.82 | 120.82 | 163.44 | False | None | None | False | None | False | 19746.8208 | 0 | | 3958163 | 153379 | None | code184 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ third floor | Sqm | 122.0 | 122.0 | 163.44 | False | None | None | False | None | False | 19939.68 | 0 | | 3958164 | 153379 | None | code185 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (Comn-SR V-2, Item No -8.40) Window & Ventilator Grills @ fourth floor | Sqm | 123.19 | 123.19 | 163.44 | False | None | None | False | None | False | 20134.1736 | 0 | | 3958165 | 153379 | None | code186 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge (Comn-SR V-2, Item No -9.23) @ ground floor | Sqm | 2539.98 | 2539.98 | 410.99 | False | None | None | False | None | False | 1043906.3802 | 0 | | 3958166 | 153379 | None | code187 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge (Comn-SR V-2, Item No -9.23) @ first floor | Sqm | 2565.38 | 2565.38 | 127.74 | False | None | None | False | None | False | 327701.6412 | 0 | | 3958167 | 153379 | None | code188 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge (Comn-SR V-2, Item No -9.23) @ second floor | Sqm | 2590.78 | 2590.78 | 127.74 | False | None | None | False | None | False | 330946.2372 | 0 | | 3958168 | 153379 | None | code189 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge (Comn-SR V-2, Item No -9.23) @ third floor | Sqm | 2616.18 | 2616.18 | 127.74 | False | None | None | False | None | False | 334190.8332 | 0 | | 3958169 | 153379 | None | code190 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge (Comn-SR V-2, Item No -9.23) @ fourth floor | Sqm | 2641.58 | 2641.58 | 127.74 | False | None | None | False | None | False | 337435.4292 | 0 | | 3958170 | 153379 | None | code191 | Providing and laying vitrified floor tiles Size of Tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.12.2) @ ground floor | Sqm | 1179.35 | 1179.35 | 136.02 | False | None | None | False | None | False | 160415.187 | 0 | | 3958171 | 153379 | None | code192 | Providing and laying vitrified floor tiles Size of Tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.12.2) @ first floor | Sqm | 1191.14 | 1191.14 | 311.87 | False | None | None | False | None | False | 371480.8318 | 0 | | 3958172 | 153379 | None | code193 | Providing and laying vitrified floor tiles Size of Tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.12.2) @ second floor | Sqm | 1202.94 | 1202.94 | 311.87 | False | None | None | False | None | False | 375160.8978 | 0 | | 3958173 | 153379 | None | code194 | Providing and laying vitrified floor tiles Size of Tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.12.2) @ third floor | Sqm | 1214.73 | 1214.73 | 311.87 | False | None | None | False | None | False | 378837.8451 | 0 | | 3958174 | 153379 | None | code195 | Providing and laying vitrified floor tiles Size of Tile 600x600 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.12.2) @ fourth floor | Sqm | 1226.52 | 1226.52 | 311.87 | False | None | None | False | None | False | 382514.7924 | 0 | | 3958175 | 153379 | None | code196 | 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ ground floor | Sqm | 915.67 | 915.67 | 28.04 | False | None | None | False | None | False | 25675.3868 | 0 | | 3958176 | 153379 | None | code197 | 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ first floor | Sqm | 924.83 | 924.83 | 94.5 | False | None | None | False | None | False | 87396.435 | 0 | | 3958177 | 153379 | None | code198 | 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ second floor | Sqm | 933.98 | 933.98 | 94.5 | False | None | None | False | None | False | 88261.11 | 0 | | 3958178 | 153379 | None | code199 | 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ third floor | Sqm | 943.14 | 943.14 | 94.5 | False | None | None | False | None | False | 89126.73 | 0 | | 3958179 | 153379 | None | code200 | 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/ Sqm including pointing the joints with white cement and matching pigments etc., complete. (Comn-SR V-2, Item No -9.11) @ fourth floor | Sqm | 952.3 | 952.3 | 94.5 | False | None | None | False | None | False | 89992.35 | 0 | | 3958180 | 153379 | None | code201 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : ground floor | Sqm | 287.37 | 287.37 | 94.89 | False | None | None | False | None | False | 27268.5393 | 0 | | 3958181 | 153379 | None | code202 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : first floor | Sqm | 290.24 | 290.24 | 264.39 | False | None | None | False | None | False | 76736.5536 | 0 | | 3958182 | 153379 | None | code203 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : second floor | Sqm | 293.12 | 293.12 | 264.39 | False | None | None | False | None | False | 77497.9968 | 0 | | 3958183 | 153379 | None | code204 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : third floor | Sqm | 295.99 | 295.99 | 264.39 | False | None | None | False | None | False | 78256.7961 | 0 | | 3958184 | 153379 | None | code205 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Rough Plastering For Bath & WC Walls : fourth floor | Sqm | 298.86 | 298.86 | 264.39 | False | None | None | False | None | False | 79015.5954 | 0 | | 3958185 | 153379 | None | code206 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete. (Comn-SR V-2, Item No -10.14) @ ground floor | Sqm | 1139.18 | 1139.18 | 78.51 | False | None | None | False | None | False | 89437.0218 | 0 | | 3958186 | 153379 | None | code207 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete. (Comn-SR V-2, Item No -10.14) @ first floor | Sqm | 1150.57 | 1150.57 | 264.39 | False | None | None | False | None | False | 304199.2023 | 0 | | 3958187 | 153379 | None | code208 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete. (Comn-SR V-2, Item No -10.14) @ second floor | Sqm | 1161.96 | 1161.96 | 264.39 | False | None | None | False | None | False | 307210.6044 | 0 | | 3958188 | 153379 | None | code209 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete. (Comn-SR V-2, Item No -10.14) @ third floor | Sqm | 1173.36 | 1173.36 | 264.39 | False | None | None | False | None | False | 310224.6504 | 0 | | 3958189 | 153379 | None | code210 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm, including pointing in white cement mixed with pigment of matching shade complete. (Comn-SR V-2, Item No -10.14) @ fourth floor | Sqm | 1184.75 | 1184.75 | 264.39 | False | None | None | False | None | False | 313236.0525 | 0 | | 3958190 | 153379 | None | code211 | 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 Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm 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. ( UNI-SR-V-2, Item No - 15.1 ) @ first floor level | Sqm | 849.93 | 849.93 | 62.38 | False | None | None | False | None | False | 53018.6334 | 0 | | 3958191 | 153379 | None | code212 | 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 Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm 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. ( UNI-SR-V-2, Item No - 15.1 ) @ second floor level | Sqm | 858.34 | 858.34 | 62.38 | False | None | None | False | None | False | 53543.2492 | 0 | | 3958192 | 153379 | None | code213 | 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 Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm 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. ( UNI-SR-V-2, Item No - 15.1 ) @ third floor level | Sqm | 866.76 | 866.76 | 62.38 | False | None | None | False | None | False | 54068.4888 | 0 | | 3958193 | 153379 | None | code214 | 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 Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm 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. ( UNI-SR-V-2, Item No - 15.1 ) @ fourth floor level | Sqm | 875.17 | 875.17 | 62.38 | False | None | None | False | None | False | 54593.1046 | 0 | | 3958194 | 153379 | None | code215 | 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 Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm 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. ( UNI-SR-V-2, Item No - 15.1 ) @ fifth floor level | Sqm | 883.59 | 883.59 | 600.0 | False | None | None | False | None | False | 530154.0 | 0 | | 3958195 | 153379 | None | code216 | Providing and fixing bright finished brass single acting spring hinges with necessary brass screws etc. complete : 150mm (Comn-SR V-2, Item No - 20.25.1) all floors | Each | 677.74 | 677.74 | 396.0 | False | None | None | False | None | False | 268385.04 | 0 | | 3958196 | 153379 | None | code217 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Comn-SR V-2, Item No - 12.63) For Toilet Doors only in all floor | Nos | 133.9 | 133.9 | 172.0 | False | None | None | False | None | False | 23030.8 | 0 | | 3958197 | 153379 | None | code218 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (Comn-SR V-2, Item No - 12.62) : all floors | Each | 244.11 | 244.11 | 132.0 | False | None | None | False | None | False | 32222.52 | 0 | | 3958198 | 153379 | None | code219 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.(Comn-SR V-2, Item No - 12.60) : all floors | Each | 1083.56 | 1083.56 | 132.0 | False | None | None | False | None | False | 143029.92 | 0 | | 3958199 | 153379 | None | code220 | Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms .(Comn-SR V-2, Item No - 12.64) : all floors | Each | 56.65 | 56.65 | 66.0 | False | None | None | False | None | False | 3738.9 | 0 | | 3958200 | 153379 | None | code221 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : .(Comn-SR V-2, Item No - 12.74.1) 125x64x1.90mm For Toilet doors only | Each | 105.06 | 105.06 | 344.0 | False | None | None | False | None | False | 36140.64 | 0 | | 3958201 | 153379 | None | code222 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : .(Comn-SR V-2, Item No - 12.76.1) 250x10mm : all floors | Each | 448.05 | 448.05 | 132.0 | False | None | None | False | None | False | 59142.6 | 0 | | 3958202 | 153379 | None | code223 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) first floor | Cum | 2098.29 | 2098.29 | 27.35 | False | None | None | False | None | False | 57388.2315 | 0 | | 3958203 | 153379 | None | code224 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) second floor | Cum | 2119.06 | 2119.06 | 27.35 | False | None | None | False | None | False | 57956.291 | 0 | | 3958204 | 153379 | None | code225 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) third floor | Cum | 2139.84 | 2139.84 | 27.35 | False | None | None | False | None | False | 58524.624 | 0 | | 3958205 | 153379 | None | code226 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) fourth floor | Cum | 2160.61 | 2160.61 | 27.35 | False | None | None | False | None | False | 59092.6835 | 0 | | 3958206 | 153379 | None | code227 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. first floor | Cum | 6897.19 | 6897.19 | 6.84 | False | None | None | False | None | False | 47176.7796 | 0 | | 3958207 | 153379 | None | code228 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. second floor | Cum | 6965.48 | 6965.48 | 6.84 | False | None | None | False | None | False | 47643.8832 | 0 | | 3958208 | 153379 | None | code229 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. third floor | Cum | 7033.77 | 7033.77 | 6.84 | False | None | None | False | None | False | 48110.9868 | 0 | | 3958209 | 153379 | None | code230 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. fouth floor | Cum | 7102.06 | 7102.06 | 6.84 | False | None | None | False | None | False | 48578.0904 | 0 | | 3958210 | 153379 | None | code231 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications (Comn-SR V-2, Item No -7.18 ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. terrace floor | Mtr | 7170.35 | 7170.35 | 57.45 | False | None | None | False | None | False | 411936.6075 | 0 | | 3958211 | 153379 | None | code232 | 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. (Comn-SR V-2, Item No -8.80 ) ground floor | Mtr | 67.98 | 67.98 | 165.6 | False | None | None | False | None | False | 11257.488 | 0 | | 3958212 | 153379 | None | code233 | 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. (Comn-SR V-2, Item No -8.80 ) first floor | Mtr | 68.66 | 68.66 | 151.8 | False | None | None | False | None | False | 10422.588 | 0 | | 3958213 | 153379 | None | code234 | 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. (Comn-SR V-2, Item No -8.80 ) second floor | Mtr | 69.34 | 69.34 | 151.8 | False | None | None | False | None | False | 10525.812 | 0 | | 3958214 | 153379 | None | code235 | 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. (Comn-SR V-2, Item No -8.80 ) third floor | Mtr | 70.02 | 70.02 | 151.8 | False | None | None | False | None | False | 10629.036 | 0 | | 3958215 | 153379 | None | code236 | 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. (Comn-SR V-2, Item No -8.80 ) fourth floor | Mtr | 70.7 | 70.7 | 151.8 | False | None | None | False | None | False | 10732.26 | 0 | | 3958216 | 153379 | None | code237 | 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 550x400 mm with a pair of 15 mm C.P. brass pillar taps.(Comn-SR V-2, Item No - 14.7.3) for all floors | Each | 2972.58 | 2972.58 | 65.0 | False | None | None | False | None | False | 193217.7 | 0 | | 3958217 | 153379 | None | code238 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover,and cistern fittings, nuts, bolts and gasket etc complete.(Comn-SR V-2, Item No - 14.44) all floors | Each | 11560.72 | 11560.72 | 45.0 | False | None | None | False | None | False | 520232.4 | 0 | | 3958218 | 153379 | None | code239 | Providing and fixing CP. Health faucet with flexible hose,CP Bibcock with 2 in 1 connectvity, wall flange, supporting hook with screws, fixing materials and sealant to all sides of wall flange complete. (Market Rate) all floors | Nos | 3000.0 | 3000.0 | 45.0 | False | None | None | False | None | False | 135000.0 | 0 | | 3958219 | 153379 | None | code240 | Providing and fixing Single lever wall mixer with L shaped Tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class (Comn-SR V-2, Item No - 14.60.a) Economy | Nos | 4104.55 | 4104.55 | 42.0 | False | None | None | False | None | False | 172391.1 | 0 | | 3958220 | 153379 | None | code241 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (Comn-SR V-2, Item No - 13.12) | Nos | 654.05 | 654.05 | 50.0 | False | None | None | False | None | False | 32702.5 | 0 | | 3958221 | 153379 | None | code242 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(Comn-SR V-2, Item No - 13.15) | Nos | 746.75 | 746.75 | 203.0 | False | None | None | False | None | False | 151590.25 | 0 | | 3958222 | 153379 | None | code243 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.(Comn-SR V-2, Item No - 14.31) | Each | 1256.6 | 1256.6 | 65.0 | False | None | None | False | None | False | 81679.0 | 0 | | 3958223 | 153379 | None | code244 | Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class(Comn-SR V-2, Item No - 14.92a) Economy | Nos | 739.54 | 739.54 | 65.0 | False | None | None | False | None | False | 48070.1 | 0 | | 3958224 | 153379 | None | code245 | 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.(Comn-SR V-2, Item No - 14.10) | Each | 5786.54 | 5786.54 | 2.0 | False | None | None | False | None | False | 11573.08 | 0 | | 3958225 | 153379 | None | code246 | Providing and fixing Sink cock with swivel spout & wall flange, wall mountable made of Stainless steel with all concealed fitting arrangementsv& all necessary accesories complete - Class (Comn-SR V-2, Item No - 14.62a)Economy | Nos | 1985.84 | 1985.84 | 2.0 | False | None | None | False | None | False | 3971.68 | 0 | | 3958226 | 153379 | None | code247 | 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.(Comn-SR V-2, Item No - 14.40.2) | Each | 510.88 | 510.88 | 42.0 | False | None | None | False | None | False | 21456.96 | 0 | | 3958227 | 153379 | None | code248 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(Comn-SR V-2, Item No - 14.28) | Each | 94.76 | 94.76 | 65.0 | False | None | None | False | None | False | 6159.4 | 0 | | 3958228 | 153379 | None | code249 | 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:(Comn-SR V-5,Item No -10.1) | Mtr | 226.6 | 226.6 | 250.0 | False | None | None | False | None | False | 56650.0 | 0 | | 3958229 | 153379 | None | code250 | Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8) | Each | 69.01 | 69.01 | 50.0 | False | None | None | False | None | False | 3450.5 | 0 | | 3958230 | 153379 | None | code251 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9) | Each | 197.76 | 197.76 | 50.0 | False | None | None | False | None | False | 9888.0 | 0 | | 3958231 | 153379 | None | code252 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 75mm dia PVC Tee (Comn-SR V-5, Item No -10.10.6) | Each | 120.51 | 120.51 | 50.0 | False | None | None | False | None | False | 6025.5 | 0 | | 3958232 | 153379 | None | code253 | 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:(Comn-SR V-5,Item No -10.1) PVC pipes 110 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.7) | Mtr | 423.33 | 423.33 | 180.0 | False | None | None | False | None | False | 76199.4 | 0 | | 3958233 | 153379 | None | code254 | Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8) 110mm dia PVC Couplers (Comn-SR V-5, Item No -10.8.8) | Each | 176.13 | 176.13 | 40.0 | False | None | None | False | None | False | 7045.2 | 0 | | 3958234 | 153379 | None | code255 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9) 110mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.8) | Each | 311.06 | 311.06 | 40.0 | False | None | None | False | None | False | 12442.4 | 0 | | 3958235 | 153379 | None | code256 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 110mm dia PVC Tee (Comn-SR V-5, Item No -10.10.8) | Each | 258.53 | 258.53 | 40.0 | False | None | None | False | None | False | 10341.2 | 0 | | 3958236 | 153379 | None | code257 | Providing and fixing PVC (S.W.R) Multi Floor Trap 10.0 cm X 7.5 cm X 5.0 cm X 4.0 cm with all fitting arrangements & all necessary accessories complete (Comn-SR V-2, Item No - 13.63) | Each | 251.32 | 251.32 | 145.0 | False | None | None | False | None | False | 36441.4 | 0 | | 3958237 | 153379 | None | code258 | Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid. (Comn-SR V-2, Item No - 13.22.2) | Nos | 208.06 | 208.06 | 145.0 | False | None | None | False | None | False | 30168.7 | 0 | | 3958238 | 153379 | None | code259 | Providing and grouting sleeves made in beam/ slab to draw waste and soil lines at all floor level of the below mentioned sizes , including condcting water ponding test to ensure zero leakage with all leads and lifts complete Size : 150 mm dia(MR) | Nos | 720.0 | 720.0 | 100.0 | False | None | None | False | None | False | 72000.0 | 0 | | 3958239 | 153379 | None | code260 | Providing and fixing Chorinated Poly Venyl Chloride (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 fittings with one step CPVC solvent cement testing of joints complete as per direction of Engineer in charge, concealed work, including cutting chases and making good the wall etc.,.20mm nominal dia (Comn-SR V-2, Item No - 13.32.2) 20mm nominal OD pipes(Comn-SR V-2, Item No - 13.32.2) | Mtr | 390.37 | 390.37 | 375.0 | False | None | None | False | None | False | 146388.75 | 0 | | 3958240 | 153379 | None | code261 | Providing and fixing Chorinated Poly Venyl Chloride (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 fittings with one step CPVC solvent cement testing of joints complete as per direction of Engineer in charge, concealed work, including cutting chases and making good the wall etc., 25mm nominal OD pipes(Comn-SR V-2, Item No - 13.32.3) | Mtr | 491.31 | 491.31 | 170.0 | False | None | None | False | None | False | 83522.7 | 0 | | 3958241 | 153379 | None | code262 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(Comn-SR V-2, Item No - 13.5) 20mm nominal bore(Comn-SR V-2, Item No - 13.5.2) | Mtr | 323.42 | 323.42 | 4.0 | False | None | None | False | None | False | 1293.68 | 0 | | 3958242 | 153379 | None | code263 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(Comn-SR V-2, Item No - 13.5) 25mm nominal bore(Comn-SR V-2, Item No - 13.5.3) | Mtr | 341.96 | 341.96 | 20.0 | False | None | None | False | None | False | 6839.2 | 0 | | 3958243 | 153379 | None | code264 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 20 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.2) | Mtr | 223.51 | 223.51 | 200.0 | False | None | None | False | None | False | 44702.0 | 0 | | 3958244 | 153379 | None | code265 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 25 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.3) | Mtr | 304.88 | 304.88 | 131.0 | False | None | None | False | None | False | 39939.28 | 0 | | 3958245 | 153379 | None | code266 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 32 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.4) | Mtr | 383.16 | 383.16 | 298.0 | False | None | None | False | None | False | 114181.68 | 0 | | 3958246 | 153379 | None | code267 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 40 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.5) | Mtr | 491.31 | 491.31 | 72.0 | False | None | None | False | None | False | 35374.32 | 0 | | 3958247 | 153379 | None | code268 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work(Comn-SR V-1, Item No -13.33) 50 mm nominal OD Pipes(Comn-SR V-1, Item No -13.33.6) | Mtr | 742.63 | 742.63 | 120.0 | False | None | None | False | None | False | 89115.6 | 0 | | 3958248 | 153379 | None | code269 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete: (Comn-SR V-1, Item No -13.5) 20mm nominal bore (Comn-SR V-1, 13.5.2) | Nos | 323.42 | 323.42 | 10.0 | False | None | None | False | None | False | 3234.2 | 0 | | 3958249 | 153379 | None | code270 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 25mm nominal bore (Comn-SR V-1, 13.4.1) | Nos | 565.47 | 565.47 | 8.0 | False | None | None | False | None | False | 4523.76 | 0 | | 3958250 | 153379 | None | code271 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 32mm nominal bore (Comn-SR V-1, 13.4.2) | Nos | 615.94 | 615.94 | 8.0 | False | None | None | False | None | False | 4927.52 | 0 | | 3958251 | 153379 | None | code272 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 40mm nominal bore (Comn-SR V-1, 13.4.3) | Nos | 723.06 | 723.06 | 10.0 | False | None | None | False | None | False | 7230.6 | 0 | | 3958252 | 153379 | None | code273 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :(Comn-SR V-1, Item No -13.4) 50mm nominal bore (Comn-SR V-1, 13.4.4) | Nos | 880.65 | 880.65 | 10.0 | False | None | None | False | None | False | 8806.5 | 0 | | 3958253 | 153379 | None | code274 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.(Comn-SR V-1, Item No -13.34) | Ltr | 9.27 | 9.27 | 15000.0 | False | None | None | False | None | False | 139050.0 | 0 | | 3958254 | 153379 | None | code275 | Supplying & fixing suction Y'/ pot stainer with MS flange of suitable length fabricated from 16 gauge brass sheet with 3mm slots. 50 mm dia (MR) | Nos | 4334.0 | 4334.0 | 5.0 | False | None | None | False | None | False | 21670.0 | 0 | | 3958255 | 153379 | None | code276 | Supplying , fixing, testing and commissioning of PVC welded rain water head / khurras dome type grating with puddle flange to fix head in RCC slab specially fabricated from minimum 4mm thick PVC sheet, including removable heavy duty PVC grating of 50 x 3 mm thick PVC flats (Round or Square) as per approved design The quoted rate shall include for necessary grouting the khurras base with approved sealant complete all as shown in the drawing and as specified. 150 x 150mm PVC Grating | Nos | 830.0 | 830.0 | 15.0 | False | None | None | False | None | False | 12450.0 | 0 | | 3958256 | 153379 | None | code277 | 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:(Comn-SR V-5,Item No -10.1) PVC pipes 75 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.5) | Mtr | 226.6 | 226.6 | 405.0 | False | None | None | False | None | False | 91773.0 | 0 | | 3958257 | 153379 | None | code278 | Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5, Item No -10.8) 75mm dia PVC couplers (Comn-SR V-5, Item No -10.8.6) | Each | 69.01 | 69.01 | 55.0 | False | None | None | False | None | False | 3795.55 | 0 | | 3958258 | 153379 | None | code279 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9) 75mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.6) | Each | 197.76 | 197.76 | 55.0 | False | None | None | False | None | False | 10876.8 | 0 | | 3958259 | 153379 | None | code280 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 75mm dia PVC Tee (Comn-SR V-5, Item No -10.10.6) | Each | 120.51 | 120.51 | 55.0 | False | None | None | False | None | False | 6628.05 | 0 | | 3958260 | 153379 | None | code281 | 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:(Comn-SR V-5,Item No -10.1) PVC pipes 110 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.7) | Mtr | 423.33 | 423.33 | 430.0 | False | None | None | False | None | False | 182031.9 | 0 | | 3958261 | 153379 | None | code282 | Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8) 110mm dia PVC Couplers (Comn-SR V-5, Item No -10.8.8) | Each | 176.13 | 176.13 | 50.0 | False | None | None | False | None | False | 8806.5 | 0 | | 3958262 | 153379 | None | code283 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9)110mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.8) | Each | 311.06 | 311.06 | 40.0 | False | None | None | False | None | False | 12442.4 | 0 | | 3958263 | 153379 | None | code284 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 110mm dia PVC Tee (Comn-SR V-5, Item No -10.10.8) | Each | 258.53 | 258.53 | 40.0 | False | None | None | False | None | False | 10341.2 | 0 | | 3958264 | 153379 | None | code285 | 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:(Comn-SR V-5,Item No -10.1) PVC pipes 160 mm dia., 6 kg/sqcm & class 3 (Comn-SR V-5, Item No -10.1.9 | Mtr | 345.05 | 345.05 | 210.0 | False | None | None | False | None | False | 72460.5 | 0 | | 3958265 | 153379 | None | code286 | Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.(Comn-SR V-5,Item No -10.8) 160mm dia PVC Couplers (Comn-SR V-5, Item No -10.8.10) | Each | 345.05 | 345.05 | 15.0 | False | None | None | False | None | False | 5175.75 | 0 | | 3958266 | 153379 | None | code287 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.9) 160mm dia PVC Elbows (Comn-SR V-5, Item No -10.9.10) | Each | 485.13 | 485.13 | 15.0 | False | None | None | False | None | False | 7276.95 | 0 | | 3958267 | 153379 | None | code288 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Comn-SR V-5,Item No -10.10) 160 mm dia PVC Tee (Comn-SR V-5, Item No -10.10.10) | Each | 479.98 | 479.98 | 15.0 | False | None | None | False | None | False | 7199.7 | 0 | | 3958268 | 153379 | None | code289 | 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.. (Comn-SR V-5,Item No - 16.12) | Each | 2856.19 | 2856.19 | 9.0 | False | None | None | False | None | False | 25705.71 | 0 | | 3958269 | 153379 | None | code290 | 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..(Comn-SR V-5,Item No - 16.9) | Each | 5617.62 | 5617.62 | 20.0 | False | None | None | False | None | False | 112352.4 | 0 | | 3958270 | 153379 | None | code291 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber.Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.3 M depth & SFRC cover & frame. .(Comn-SR V-5,Item No -16.15.4) | Each | 35729.67 | 35729.67 | 2.0 | False | None | None | False | None | False | 71459.34 | 0 | | 3958271 | 153379 | None | code292 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling,available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m cum (Comn-SR V-1, Item No -1.6.1) | Cum | 498.52 | 498.52 | 268.95 | False | None | None | False | None | False | 134076.954 | 0 | | 3958272 | 153379 | None | code293 | 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.(Comn-SR V-1,Item No -1.10) | Cum | 164.8 | 164.8 | 268.95 | False | None | None | False | None | False | 44322.96 | 0 | | 3958273 | 153379 | None | code294 | Providing and fixing gun metal non- return valve of approved quality (screwed end) 40 mm nominal bore(Comn-SR V-2,Item No -13.6.3.2) | Nos | 1261.75 | 1261.75 | 2.0 | False | None | None | False | None | False | 2523.5 | 0 | | 3958274 | 153379 | None | code295 | Providing and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .(Comn-SR V-5,Item No -7.5.1) For DI/CI puddle flanges of 80mm dia. | Each | 1627.4 | 1627.4 | 2.0 | False | None | None | False | None | False | 3254.8 | 0 | | 3958275 | 153379 | None | code296 | Supplying, Intallation, testing and conmissioning of Solar Hot water Heater comprising of solar flat plat collector (FPC) of size 2120 x104 x100mm and stainless steel hot water storage tank with stainless steel Heat exchanges absorber made of copper sheet and copper tube of following capacity aluminium box collector with appropriate capacity with electrical back up arrangement excluding inlet and outlet pipes. SS model with 100mm thick of 48kg/Cum density rock wool insulation with 22WG Aluminium cladding. '300 Ltrs Capacity. (ELE SR 2-23-24)(7.3.3) | Each | 73527.3 | 73527.3 | 5.0 | False | None | None | False | None | False | 367636.5 | 0 | | 3958276 | 153379 | None | code297 | Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks (Comn-SR V-2,Item No -13.36) | Each | 332.69 | 332.69 | 106.0 | False | None | None | False | None | False | 35265.14 | 0 | | 3958277 | 153379 | None | code298 | Cutting holes up to 15x15 cm 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. (Comn-SR V-2,Item No -13.37) | Each | 322.39 | 322.39 | 25.8 | False | None | None | False | None | False | 8317.662 | 0 | | 3958278 | 153379 | None | code299 | Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box Item No 2.2.1 & Page No 4 | Point | 277.07 | 277.07 | 363.0 | False | None | None | False | None | False | 100576.41 | 0 | | 3958279 | 153379 | None | code300 | Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Item No 2.2.2 & Page No 4 | Point | 390.37 | 390.37 | 209.0 | False | None | None | False | None | False | 81587.33 | 0 | | 3958280 | 153379 | None | code301 | Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Item No 2.2.3 & Page No 4 | Point | 571.65 | 571.65 | 286.0 | False | None | None | False | None | False | 163491.9 | 0 | | 3958281 | 153379 | None | code302 | Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Two outlet in a row, above 3m upto 6m from tapping point to out let via switches Item No 2.2.4 & Page No 4 | Point | 697.31 | 697.31 | 31.0 | False | None | None | False | None | False | 21616.61 | 0 | | 3958282 | 153379 | None | code303 | Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Three outlet in a row, above 6m upto 10m from tapping point to out let via switches box Item No 2.2.5 & Page No 4 | Point | 1018.67 | 1018.67 | 10.0 | False | None | None | False | None | False | 10186.7 | 0 | | 3958283 | 153379 | None | code304 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall : 1-2Way Item No 3.4.1 & Page No 7 | Each | 142.14 | 142.14 | 10.0 | False | None | None | False | None | False | 1421.4 | 0 | | 3958284 | 153379 | None | code305 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3Way Item No 3.4.2 & Page No 7 | Each | 163.77 | 163.77 | 44.0 | False | None | None | False | None | False | 7205.88 | 0 | | 3958285 | 153379 | None | code306 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5Way Item No 3.4.3 & Page No 7 | Each | 182.31 | 182.31 | 8.0 | False | None | None | False | None | False | 1458.48 | 0 | | 3958286 | 153379 | None | code307 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6Way Item No 3.4.4 & Page No 7 | Each | 226.6 | 226.6 | 24.0 | False | None | None | False | None | False | 5438.4 | 0 | | 3958287 | 153379 | None | code308 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8Way Item No 3.4.5 & Page No 7 | Each | 268.83 | 268.83 | 353.0 | False | None | None | False | None | False | 94896.99 | 0 | | 3958288 | 153379 | None | code309 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way Item No 3.4.6 & Page No 7 | Each | 328.57 | 328.57 | 12.0 | False | None | None | False | None | False | 3942.84 | 0 | | 3958289 | 153379 | None | code310 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 16Way Item No 3.4.7 & Page No 7 | Each | 373.89 | 373.89 | 70.0 | False | None | None | False | None | False | 26172.3 | 0 | | 3958290 | 153379 | None | code311 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 18Way Item No 3.4.8 & Page No 7 | Each | 417.15 | 417.15 | 8.0 | False | None | None | False | None | False | 3337.2 | 0 | | 3958291 | 153379 | None | code312 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box..1-2Module Item No 3.5.1 & Page No 7 | Each | 141.11 | 141.11 | 10.0 | False | None | None | False | None | False | 1411.1 | 0 | | 3958292 | 153379 | None | code313 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 2Module Item No 3.5.2 & Page No 7 | Each | 165.83 | 165.83 | 44.0 | False | None | None | False | None | False | 7296.52 | 0 | | 3958293 | 153379 | None | code314 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4Module Item No 3.5.3 & Page No 7 | Each | 180.25 | 180.25 | 8.0 | False | None | None | False | None | False | 1442.0 | 0 | | 3958294 | 153379 | None | code315 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6Module Item No 3.5.4 & Page No 7 | Each | 241.02 | 241.02 | 24.0 | False | None | None | False | None | False | 5784.48 | 0 | | 3958295 | 153379 | None | code316 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8Module Item No 3.5.5 & Page No 7 | Each | 292.52 | 292.52 | 353.0 | False | None | None | False | None | False | 103259.56 | 0 | | 3958296 | 153379 | None | code317 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12Module Item No 3.5.6 & Page No 7 | Each | 354.32 | 354.32 | 12.0 | False | None | None | False | None | False | 4251.84 | 0 | | 3958297 | 153379 | None | code318 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 16Module Item No 3.5.7 & Page No 7 | Each | 408.91 | 408.91 | 70.0 | False | None | None | False | None | False | 28623.7 | 0 | | 3958298 | 153379 | None | code319 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 18Module Item No 3.5.8 & Page No 7 | Each | 470.71 | 470.71 | 8.0 | False | None | None | False | None | False | 3765.68 | 0 | | 3958299 | 153379 | None | code320 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. -6Amps one Way Item No 3.6.1 & Page No 8 | Each | 105.06 | 105.06 | 1696.0 | False | None | None | False | None | False | 178181.76 | 0 | | 3958300 | 153379 | None | code321 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6A Two Way Switch Item No 3.6.2 & Page No 8 | Each | 170.98 | 170.98 | 24.0 | False | None | None | False | None | False | 4103.52 | 0 | | 3958301 | 153379 | None | code322 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps 3way socket Item No 3.6.3 & Page No 8 | Each | 176.13 | 176.13 | 812.0 | False | None | None | False | None | False | 143017.56 | 0 | | 3958302 | 153379 | None | code323 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Steeped fan Regulator Item No 3.6.4 & Page No 8 | Each | 367.71 | 367.71 | 130.0 | False | None | None | False | None | False | 47802.3 | 0 | | 3958303 | 153379 | None | code324 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 16Amps one way switch Item No 3.6.7 & Page No 8 | Each | 185.4 | 185.4 | 26.0 | False | None | None | False | None | False | 4820.4 | 0 | | 3958304 | 153379 | None | code325 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps Bell push Item No 3.6.8 & Page No 8 | Each | 182.31 | 182.31 | 1.0 | False | None | None | False | None | False | 182.31 | 0 | | 3958305 | 153379 | None | code326 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 32A DP Switch Item No 3.6.9 & Page No 8 | Each | 335.78 | 335.78 | 13.0 | False | None | None | False | None | False | 4365.14 | 0 | | 3958306 | 153379 | None | code327 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6/16Amps universal socket Item No 3.6.10 & Page No 8 | Each | 243.08 | 243.08 | 39.0 | False | None | None | False | None | False | 9480.12 | 0 | | 3958307 | 153379 | None | code328 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 TV/Telephone socket Item No 3.6.11 & Page No 8 | Each | 160.68 | 160.68 | 7.0 | False | None | None | False | None | False | 1124.76 | 0 | | 3958308 | 153379 | None | code329 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 RJ 45/IO Outlet CAT - 6 Item No 3.6.12 & Page No 8 | Each | 347.11 | 347.11 | 15.0 | False | None | None | False | None | False | 5206.65 | 0 | | 3958309 | 153379 | None | code330 | Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong bell Item No 12.2.1 & Page No 47 | Each | 253.38 | 253.38 | 1.0 | False | None | None | False | None | False | 253.38 | 0 | | 3958310 | 153379 | None | code331 | Supplying And Fixing Metal Fan Box with Round Hook. Item No 1.13 & Page No 3 | Each | 120.51 | 120.51 | 130.0 | False | None | None | False | None | False | 15666.3 | 0 | | 3958311 | 153379 | None | code332 | Concealed Conduit System: Supplying heavy gauge PVC conduit pipe ……mm dia ....... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary : 19mm dia 2mm thick Item No 1.2.1 & Page No 1 | Mtr | 67.98 | 67.98 | 2100.0 | False | None | None | False | None | False | 142758.0 | 0 | | 3958312 | 153379 | None | code333 | Concealed Conduit System: Supplying heavy gauge PVC conduit pipe ……mm dia ....... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary : 25mm dia 2mm thick Item No 1.2.2 & Page No 1 | Mtr | 80.34 | 80.34 | 5950.0 | False | None | None | False | None | False | 478023.0 | 0 | | 3958313 | 153379 | None | code334 | Concealed Conduit System: Supplying heavy gauge PVC conduit pipe ……mm dia ....... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary :325mm dia 2.5mm thick Item No 1.2.3 & Page No 1 | Mtr | 106.09 | 106.09 | 330.0 | False | None | None | False | None | False | 35009.7 | 0 | | 3958314 | 153379 | None | code335 | Groove cutting : Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19mm dia 2mm thick Item No 1.3.1 & Page No 1 | Mtr | 70.04 | 70.04 | 925.0 | False | None | None | False | None | False | 64787.0 | 0 | | 3958315 | 153379 | None | code336 | Groove cutting : Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 25mm dia 2mm thick Item No 1.3.2 & Page No 1 | Mtr | 81.37 | 81.37 | 2900.0 | False | None | None | False | None | False | 235973.0 | 0 | | 3958316 | 153379 | None | code337 | Groove cutting : Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 32mm dia 2.5mm thick Item No 1.3.3 & Page No 1 | Mtr | 101.97 | 101.97 | 180.0 | False | None | None | False | None | False | 18354.6 | 0 | | 3958317 | 153379 | None | code338 | CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5sqmm Item No 2.3.2 & Page No 4 | Mtr | 26.78 | 26.78 | 8950.0 | False | None | None | False | None | False | 239681.0 | 0 | | 3958318 | 153379 | None | code339 | CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5sqmm Item No 2.3.3 & Page No 4 | Mtr | 43.26 | 43.26 | 9650.0 | False | None | None | False | None | False | 417459.0 | 0 | | 3958319 | 153379 | None | code340 | CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4sqmm Item No 2.3.4 & Page No 4 | Mtr | 64.89 | 64.89 | 1975.0 | False | None | None | False | None | False | 128157.75 | 0 | | 3958320 | 153379 | None | code341 | CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.6sqmm Item No 2.3.5 & Page No 4 | Mtr | 94.76 | 94.76 | 880.0 | False | None | None | False | None | False | 83388.8 | 0 | | 3958321 | 153379 | None | code342 | CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 10sqmm Item No 2.3.6 & Page No 4 | Mtr | 172.01 | 172.01 | 1300.0 | False | None | None | False | None | False | 223613.0 | 0 | | 3958322 | 153379 | None | code343 | CIRCUITS & MAINS : Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 16sqmm Item No 2.3.7 & Page No 5 | Mtr | 327.54 | 327.54 | 150.0 | False | None | None | False | None | False | 49131.0 | 0 | | 3958323 | 153379 | None | code344 | 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. Single Door : 16way SP &N Item No 5.19.5 & Page No 17 | Each | 3019.96 | 3019.96 | 5.0 | False | None | None | False | None | False | 15099.8 | 0 | | 3958324 | 153379 | None | code345 | 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. Double Door : 6way TP &N Item No 5.19.12 & Page No 17 | Each | 5088.2 | 5088.2 | 1.0 | False | None | None | False | None | False | 5088.2 | 0 | | 3958325 | 153379 | None | code346 | 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. Double Door : Double Door : 8way TP &N Item No 5.19.13 & Page No 17 | Each | 6273.73 | 6273.73 | 6.0 | False | None | None | False | None | False | 37642.38 | 0 | | 3958326 | 153379 | None | code347 | 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.. 5-32A SP MCB Item No 5.18.1 & Page No 16 | Each | 427.45 | 427.45 | 178.0 | False | None | None | False | None | False | 76086.1 | 0 | | 3958327 | 153379 | None | code348 | 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. 5-32A DP MCB Item No 5.18.4 & Page No 16 | Each | 761.17 | 761.17 | 6.0 | False | None | None | False | None | False | 4567.02 | 0 | | 3958328 | 153379 | None | code349 | 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. 40A TPN MCB Item No 5.18.8 & Page No 16 | Each | 3135.32 | 3135.32 | 4.0 | False | None | None | False | None | False | 12541.28 | 0 | | 3958329 | 153379 | None | code350 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 32-40A 2pole Item No 5.20.4 & Page No 17 | Each | 4736.97 | 4736.97 | 5.0 | False | None | None | False | None | False | 23684.85 | 0 | | 3958330 | 153379 | None | code351 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 32-40 A 4 pole Item No 5.20.8 & Page No 17 | Each | 5301.41 | 5301.41 | 1.0 | False | None | None | False | None | False | 5301.41 | 0 | | 3958331 | 153379 | None | code352 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 63 A 4 pole Item No 5.20.10 & Page No 17 | Each | 5711.35 | 5711.35 | 6.0 | False | None | None | False | None | False | 34268.1 | 0 | | 3958332 | 153379 | None | code353 | LIGHT FIXTURES AND FANS : Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater tan 80. Power Input: 220-240V @ 50/60Hz & Power factor greater tan0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x2'- 9/10W Item No 11.3.1 & Page No 42 | Each | 567.53 | 567.53 | 317.0 | False | None | None | False | None | False | 179907.01 | 0 | | 3958333 | 153379 | None | code354 | LIGHT FIXTURES AND FANS : Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater tan 80. Power Input: 220-240V @ 50/60Hz & Power factor greater tan0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED light fighting 1 x4'- 20/22W Item No 11.3.2 & Page No 42 | Each | 710.7 | 710.7 | 110.0 | False | None | None | False | None | False | 78177.0 | 0 | | 3958334 | 153379 | None | code355 | LIGHT FIXTURES AND FANS : Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater tan 80. Power Input: 220-240V @ 50/60Hz & Power factor greater tan0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED light fighting 1 x4'- 36/40W Item No 11.3.3 & Page No 42 | Each | 1307.07 | 1307.07 | 5.0 | False | None | None | False | None | False | 6535.35 | 0 | | 3958335 | 153379 | None | code356 | Supplying & Fixing of 70-150 Watts lamp holder 2 Pin Item No 12.46 & Page No 51 | Each | 64.89 | 64.89 | 10.0 | False | None | None | False | None | False | 648.9 | 0 | | 3958336 | 153379 | None | code357 | Supplying & fixing of retrofit type - LED bulb ...... W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRIgreater tan 70%. efficacy greater tan80 lumen per W, lifegreater tan 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater tan 0.95, power loss should less tan 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12W, 6500K Item No 11.11.5 & Page No 46 | Each | 277.07 | 277.07 | 10.0 | False | None | None | False | None | False | 2770.7 | 0 | | 3958337 | 153379 | None | code358 | Supply of round/square recess/surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater tan 80. Power Input: 220-240V @50/60Hz & Power factor greater tan0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15-18W Item No 11.5.3 & Page No 43 | Each | 1363.72 | 1363.72 | 262.0 | False | None | None | False | None | False | 357294.64 | 0 | | 3958338 | 153379 | None | code359 | Supplying and fixing of LED Bulkhead of 10W with IP65 protection and IK 08 impact resistance suitable for surface and wall mounting applications. Item No 11.15 & Page No 46 | Each | 867.26 | 867.26 | 7.0 | False | None | None | False | None | False | 6070.82 | 0 | | 3958339 | 153379 | None | code360 | Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Item No 6.1 & Page No 29 | Each | 1536.76 | 1536.76 | 2.0 | False | None | None | False | None | False | 3073.52 | 0 | | 3958340 | 153379 | None | code361 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 15" Sweep (450 mm) Item No 6.2.2 & Page No 29 | Each | 4579.38 | 4579.38 | 20.0 | False | None | None | False | None | False | 91587.6 | 0 | | 3958341 | 153379 | None | code362 | 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 Item No 6.3.1 & Page No 29 | Each | 3073.52 | 3073.52 | 130.0 | False | None | None | False | None | False | 399557.6 | 0 | | 3958342 | 153379 | None | code363 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greater tan 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater tan IK08. Power Factor greater tan0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiencygreater tan1301m/w, nominal CRI greater tan75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 70W Item No 11.8.3 & Page No 45 | Each | 6171.76 | 6171.76 | 9.0 | False | None | None | False | None | False | 55545.84 | 0 | | 3958343 | 153379 | None | code364 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. : On wall/ceiling/Rafters/Girders Item No 13.7.1 & Page No 55 | Each | 125.66 | 125.66 | 711.0 | False | None | None | False | None | False | 89344.26 | 0 | | 3958344 | 153379 | None | code365 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Item No 13.10 & Page No 56 | Each | 176.13 | 176.13 | 130.0 | False | None | None | False | None | False | 22896.9 | 0 | | 3958345 | 153379 | None | code366 | Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame Item No 13.13 & Page No 56 | Each | 728.21 | 728.21 | 22.0 | False | None | None | False | None | False | 16020.62 | 0 | | 3958346 | 153379 | None | code367 | Supplying and Fixing 50mm class A GI pipe up to 4.5 Mtrs. long with a reducing collar of 50x40mm to which, an extension of 250 mm pipe is fixed for 125 or 250/400 watts MV / sodium vapour street light fitting, using suitable clamps, bolts ,nuts, and wiring using suitable capacity wires. Item No 13.3 & Page No 55 | Each | 5615.56 | 5615.56 | 9.0 | False | None | None | False | None | False | 50540.04 | 0 | | 3958347 | 153379 | None | code368 | Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Item No 13.5 & Page No 55 | Each | 166.86 | 166.86 | 9.0 | False | None | None | False | None | False | 1501.74 | 0 | | 3958348 | 153379 | None | code369 | Supplying.....litres capacity vertical/horizontal type wall mounting Electrical water heater with 22 SWG copper/SS sheet metal inner Container tinned inside and anticorrosive paint outside and 20 SWG M.S. sheet metal outer cover filled with glass wool between inner and outer container for thermal insulation complete. The inlet and outlet pipes so arranged that water flow inside results in water to flow out from the inner container without turbulence. The Inner container shall have direct immersion type copper tube nickel plate. 2kW capacity element with a neon indicator fitted with 20A capacity 25 to 85 degree Centigrade range thermostat. The water heater shall completely be wired with 40/0.0076 inch 3 core copper flexible wire of 1.5 meters length and the outer container provided with heavy gauge brackets for wall mounting. 10L Item No 7.1.1 & Page No 33 | Each | 7790.92 | 7790.92 | 4.0 | False | None | None | False | None | False | 31163.68 | 0 | | 3958349 | 153379 | None | code370 | Erection charges for fixing a ... litres capacity wall mounting electric geysers using bolts, flat at one end nut and washers at the other end for through bolts and nuts and washers with 150x450x600mm back plate and wiring complete with 15A 3 pin top. upto 30 Litres Item No 13.15.1 & Page No 56 | Each | 683.92 | 683.92 | 4.0 | False | None | None | False | None | False | 2735.68 | 0 | | 3958350 | 153379 | None | code371 | Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. Item No 8.3 & Page No 35 | Mtr | 45.32 | 45.32 | 150.0 | False | None | None | False | None | False | 6798.0 | 0 | | 3958351 | 153379 | None | code372 | Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 2Pair Item No 8.2.2 & Page No 35 | Mtr | 21.63 | 21.63 | 150.0 | False | None | None | False | None | False | 3244.5 | 0 | | 3958352 | 153379 | None | code373 | Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 20Pair Item No 8.2.7 & Page No 35 | Mtr | 154.5 | 154.5 | 100.0 | False | None | None | False | None | False | 15450.0 | 0 | | 3958353 | 153379 | None | code374 | Supplying and drawing UTP-CAT 6E LAN cable. Item No 8.1 & Page No 35 | Mtr | 39.14 | 39.14 | 600.0 | False | None | None | False | None | False | 23484.0 | 0 | | 3958354 | 153379 | None | code375 | Supplying & fixing of I/O socket with back box Single I/o Item No 8.10.1 & Page No 35 | Each | 504.7 | 504.7 | 15.0 | False | None | None | False | None | False | 7570.5 | 0 | | 3958355 | 153379 | None | code376 | Supplying & Fixing of Patch panel for LAN cabling 24 Port 10/100/1000 patch panel Item No 8.12.5 & Page No 36 | Each | 8137.0 | 8137.0 | 1.0 | False | None | None | False | None | False | 8137.0 | 0 | | 3958356 | 153379 | None | code377 | Supplying fixing of Network Switches 24 Port Gigabyte (manageable) Item No 8.9.2 & Page No 35 | Each | 42693.5 | 42693.5 | 1.0 | False | None | None | False | None | False | 42693.5 | 0 | | 3958357 | 153379 | None | code378 | Supplying & Fixing of switch mounting rack with power manager & Cable manager. 9U with 450mm depth Item No 8.4.3 & Page No 35 | Each | 8730.28 | 8730.28 | 1.0 | False | None | None | False | None | False | 8730.28 | 0 | | 3958358 | 153379 | None | code379 | Supplying & Fixing of …Mtrs Cat 6 Patch Cable 1mtr Item No 8.11.1 & Page No 36 | Each | 230.72 | 230.72 | 2.0 | False | None | None | False | None | False | 461.44 | 0 | | 3958359 | 153379 | None | code380 | Supplying & Fixing of …Mtrs Cat 6 Patch Cable 2mtr Item No 8.11.2 & Page No 36 | Each | 264.71 | 264.71 | 12.0 | False | None | None | False | None | False | 3176.52 | 0 | | 3958360 | 153379 | None | code381 | Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination 20 pair Item No 8.13.2 & Page No 36 | Each | 394.49 | 394.49 | 1.0 | False | None | None | False | None | False | 394.49 | 0 | | 3958361 | 153379 | None | code382 | Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete. 10 kVA ON LINE UPS Item No 9.3.5 & Page No 37 | Each | 106677.1 | 106677.1 | 1.0 | False | None | None | False | None | False | 106677.1 | 0 | | 3958362 | 153379 | None | code383 | Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries.75/80 AH capacity Item No 9.5.6 & Page No 38 | Each | 10477.16 | 10477.16 | 10.0 | False | None | None | False | None | False | 104771.6 | 0 | | 3958363 | 153379 | None | code384 | Supplying, Installation, testing and commissioning of IP Dome Camera of 1/2.8*2Mega pixel Progressive CMOS, 1902x1080(2MP), 2.7mm to13.5mm, F1.4, Motorized, with a min illumination of 0.05lux / F1.4 (colour,301RE) 0Lux/F1.4(IRon), 30M IR Distance, BLC/HLC/WDR(120db), min 2streams, compression should be H.265/H / MPEG, 128GB SD card, ONVIF Profiles, profile G&Q, POE camera, oprating temparature of 60 degrees. All the cameras should have CE,FCC,UL, IP66, IK10. The prices should include the necessary mounts and brackets. - MR | Each | 20806.0 | 20806.0 | 10.0 | False | None | None | False | None | False | 208060.0 | 0 | | 3958364 | 153379 | None | code385 | Supplying, Installation, testing and commissioning of IP Bullet Camera of 1/2.8*2Mega pixel Progressive CMOS, 1902x1080(2MP), 2.7mm to 13.5mm, F1.4, Motorized, with a min illumination of 0.05lux / F1.4 (colour,301RE) 0Lux/F1.4(IRon), 60M IR Distance, BLC/HLC/WDR(120db), min 2streams, compression should be H.265/H / MPEG, 128GB SD card, ONVIF Profiles, profile G&Q, POE camera, oprating temparature of 60 degrees. All the cameras should have CE,FCC,UL, IP66, IK10. The prices should include the necessary mounts and brackets. - MR | Each | 22351.0 | 22351.0 | 9.0 | False | None | None | False | None | False | 201159.0 | 0 | | 3958365 | 153379 | None | code386 | Supplying, Installation, testing and commissioning of 4TB Survivelance Hard Disk The rate shall include all mounting accessories complete as required. - MR | Each | 14935.0 | 14935.0 | 1.0 | False | None | None | False | None | False | 14935.0 | 0 | | 3958366 | 153379 | None | code387 | Supplying, Installation, testing and commissioning of Quad face plate Camera side with IOS. The rate shall include all mounting accessories complete as required. - MR | Each | 293.55 | 293.55 | 20.0 | False | None | None | False | None | False | 5871.0 | 0 | | 3958367 | 153379 | None | code388 | Supplying, Installation, testing and commissioning of 43" LED Monitor. The rate shall include all mounting accessories complete as required. - MR | Each | 61800.0 | 61800.0 | 1.0 | False | None | None | False | None | False | 61800.0 | 0 | | 3958368 | 153379 | None | code389 | Supplying and drawing UTP-CAT 6E LAN cable. Item No 8.1 & Page No 35 | Mtr | 39.14 | 39.14 | 925.0 | False | None | None | False | None | False | 36204.5 | 0 | | 3958369 | 153379 | None | code390 | Supplying & fixing of I/O socket with back box Single I/o Item No 8.10.1 & Page No 35 | Each | 504.7 | 504.7 | 20.0 | False | None | None | False | None | False | 10094.0 | 0 | | 3958370 | 153379 | None | code391 | Supplying & Fixing of Patch panel for LAN cabling 24 Port 10/100/1000 patch panel Item No 8.12.5 & Page No 36 | Each | 8137.0 | 8137.0 | 1.0 | False | None | None | False | None | False | 8137.0 | 0 | | 3958371 | 153379 | None | code392 | Supplying fixing of Network Switches 24 Port Gigabyte (manageable) Item No 8.9.2 & Page No 35 | Each | 42693.5 | 42693.5 | 1.0 | False | None | None | False | None | False | 42693.5 | 0 | | 3958372 | 153379 | None | code393 | Supplying & Fixing of …Mtrs Cat 6 Patch Cable 1mtr Item No 8.11.1 & Page No 36 | Each | 230.72 | 230.72 | 10.0 | False | None | None | False | None | False | 2307.2 | 0 | | 3958373 | 153379 | None | code394 | Supplying & Fixing of …Mtrs Cat 6 Patch Cable 2mtr Item No 8.11.2 & Page No 36 | Each | 264.71 | 264.71 | 20.0 | False | None | None | False | None | False | 5294.2 | 0 | | 3958374 | 153379 | None | code395 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) 250Amps 4Pole 36kA Item No 5.15.15 & Page No 16 | Each | 24251.35 | 24251.35 | 1.0 | False | None | None | False | None | False | 24251.35 | 0 | | 3958375 | 153379 | None | code396 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board. Item No 5.21 & Page No 17 | Each | 9532.65 | 9532.65 | 1.0 | False | None | None | False | None | False | 9532.65 | 0 | | 3958376 | 153379 | None | code397 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy. Item No 5.33 & Page No 18 | Each | 9594.45 | 9594.45 | 1.0 | False | None | None | False | None | False | 9594.45 | 0 | | 3958377 | 153379 | None | code398 | Supplying, fixing and wiring Electronic Trivector Meter (ETV)5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. Item No 5.35 & Page No 18 | Each | 5876.15 | 5876.15 | 1.0 | False | None | None | False | None | False | 5876.15 | 0 | | 3958378 | 153379 | None | code399 | Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound. Item No 5.34 & Page No 18 | Each | 578.86 | 578.86 | 6.0 | False | None | None | False | None | False | 3473.16 | 0 | | 3958379 | 153379 | None | code400 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C. Item No 5.38 & Page No 18 | Each | 530.45 | 530.45 | 3.0 | False | None | None | False | None | False | 1591.35 | 0 | | 3958380 | 153379 | None | code401 | Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 250Amps 4x30x10mm Aluminium Strips Item No 5.40.2 & Page No 19 | Mtr | 3538.05 | 3538.05 | 8.0 | False | None | None | False | None | False | 28304.4 | 0 | | 3958381 | 153379 | None | code402 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) 100Amps 4Pole 25kA Item No 5.15.9 & Page No 16 | Each | 8741.61 | 8741.61 | 12.0 | False | None | None | False | None | False | 104899.32 | 0 | | 3958382 | 153379 | None | code403 | 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.. 63A TPN MCB Item No 5.18.9 & Page No 16 | Each | 3180.64 | 3180.64 | 3.0 | False | None | None | False | None | False | 9541.92 | 0 | | 3958383 | 153379 | None | code404 | 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.. 6-32A DP MCB Item No 5.18.4 & Page No 16 | Each | 761.17 | 761.17 | 3.0 | False | None | None | False | None | False | 2283.51 | 0 | | 3958384 | 153379 | None | code405 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 75x75x6mm Item No 5.41.3 & Page No 19 | Mtr | 571.65 | 571.65 | 48.0 | False | None | None | False | None | False | 27439.2 | 0 | | 3958385 | 153379 | None | code406 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.14SWG Item No 5.42.1 & Page No 19 | Sq CM | 0.52 | 0.52 | 167800.0 | False | None | None | False | None | False | 87256.0 | 0 | | 3958386 | 153379 | None | code407 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16SWG Item No 5.42.2 & Page No 19 | Sq CM | 0.44 | 0.44 | 44000.0 | False | None | None | False | None | False | 19360.0 | 0 | | 3958387 | 153379 | None | code408 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws. Item No 3.9 & Page No 8 | Sq CM | 0.36 | 0.36 | 118800.0 | False | None | None | False | None | False | 42768.0 | 0 | | 3958388 | 153379 | None | code409 | Supplying & Fixing Chemical earthling for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm Using 10ft copper bonded rod with backfill compound Item No 12.60.3 & Page No 54 | Each | 8748.82 | 8748.82 | 4.0 | False | None | None | False | None | False | 34995.28 | 0 | | 3958389 | 153379 | None | code410 | Supplying & Fixing Chemical earthling for grounding. Conduits, IC cutouts & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm Using 6ft copper bonded rod with backfill compound Item No 12.60.2 & Page No 54 | Each | 6416.9 | 6416.9 | 2.0 | False | None | None | False | None | False | 12833.8 | 0 | | 3958390 | 153379 | None | code411 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm GI strip Item No 12.58.2 & Page No 53 | Mtr | 84.46 | 84.46 | 40.0 | False | None | None | False | None | False | 3378.4 | 0 | | 3958391 | 153379 | None | code412 | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. 25x3mm Copper strip Item No 12.58.7 & Page No 54 | Mtr | 587.1 | 587.1 | 20.0 | False | None | None | False | None | False | 11742.0 | 0 | | 3958392 | 153379 | None | code413 | 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 : 4Core 10Sqmm cable Item No 32.03, SL NO 199 ESCOM SR 23-24 | Mtr | 121.54 | 121.54 | 50.0 | False | None | None | False | None | False | 6077.0 | 0 | | 3958393 | 153379 | None | code414 | 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 : 3.5Core 300Sqmm Item No 32.19, SL NO 215 ESCOM SR 23-24 | Mtr | 1097.99 | 1097.99 | 225.0 | False | None | None | False | None | False | 247047.75 | 0 | | 3958394 | 153379 | None | code415 | Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.In existing trench/duct : 2.5 sqmm to 25 sqmm Item No 21.05 SL NO 174 ESCOM SR 23-24 | Mtr | 21.51 | 21.51 | 50.0 | False | None | None | False | None | False | 1075.5 | 0 | | 3958395 | 153379 | None | code416 | Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.In existing trench/duct : 300sqmm to 400Sqmm Item No 21.08 SL NO 177 ESCOM SR 23-24 | Mtr | 35.2 | 35.2 | 225.0 | False | None | None | False | None | False | 7920.0 | 0 | | 3958396 | 153379 | None | code417 | Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KVclass (metal only) 25mm dia Item No 63.01 SL NO 507 ESCOM SR 23-24 | Each | 81.37 | 81.37 | 2.0 | False | None | None | False | None | False | 162.74 | 0 | | 3958397 | 153379 | None | code418 | Supplying and fiixing of heavy duty cable glands suitable for UG cable of 1.1 KVclass (metal only) 45mm dia Item No 63.04 SL NO 510 ESCOM SR 23-24 | Each | 202.91 | 202.91 | 2.0 | False | None | None | False | None | False | 405.82 | 0 | | 3958398 | 153379 | None | code419 | Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes 10Sqmm Long Barrel Item No 60.01 SL NO 469 ESCOM SR 23-24 | Each | 2.06 | 2.06 | 8.0 | False | None | None | False | None | False | 16.48 | 0 | | 3958399 | 153379 | None | code420 | Heavy Duty Copper Terminal Long Barrel 150 Sqmm Copper Terminal, Apprx Wt: 98 Gm Item No 59.07 SL NO 463 ESCOM SR 23-24 | Each | 188.49 | 188.49 | 2.0 | False | None | None | False | None | False | 376.98 | 0 | | 3958400 | 153379 | None | code421 | Heavy Duty Copper Terminal Long Barrel 300 Sqmm Copper Terminal Item No 59.11 SL NO 467 ESCOM SR 23-24 | Each | 530.45 | 530.45 | 6.0 | False | None | None | False | None | False | 3182.7 | 0 | | 3958401 | 153379 | None | code422 | Supplying and fixing 2mm thick perforated cable tray with powder coated paint on existing MS angle support using necessary GI bolts/nuts and washers or welding as required. 300x50mm Item No 12.59.2 & Page No 54 | Mtr | 604.61 | 604.61 | 5.0 | False | None | None | False | None | False | 3023.05 | 0 | | 3958402 | 153379 | None | code423 | 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. (UNI-SR V-1, Item No - 1.14.1 ) | Cum | 105.06 | 105.06 | 161.18 | False | None | None | False | None | False | 16933.5708 | 0 | | 3958403 | 153379 | None | code424 | Providing and laying in position plain cement concrete for levelling course Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 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) (UNI-SR V-1, Item No - 2.1.2 ) | Cum | 5833.92 | 5833.92 | 9.84 | False | None | None | False | None | False | 57405.7728 | 0 | | 3958404 | 153379 | None | code425 | Providing and laying in position Reinforced cement concrete Sqm5 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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) (UNI-SR V-1, Item No - 2.2.2.1 ) : Base Slab (including formwork cost at 8%) | Cum | 7048.17 | 7048.17 | 19.02 | False | None | None | False | None | False | 134056.1934 | 0 | | 3958405 | 153379 | None | code426 | 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). (UNI-SR V-1, Item No - 2.3.2 ) : side wall inclusive of formwork at 10% | Cum | 7341.84 | 7341.84 | 14.36 | False | None | None | False | None | False | 105428.8224 | 0 | | 3958406 | 153379 | None | code427 | 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). (UNI-SR V-1, Item No - 2.3.2 ) : Top covering slab inclusive of formwork at 50% | Cum | 10011.6 | 10011.6 | 11.53 | False | None | None | False | None | False | 115433.748 | 0 | | 3958407 | 153379 | None | code428 | 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. (UNI-SR V-1, Item No - 1.9 ) | Cum | 273.98 | 273.98 | 35.59 | False | None | None | False | None | False | 9750.9482 | 0 | | 3958408 | 153379 | None | code429 | 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) | Tonne | 92140.71 | 92140.71 | 5.84 | False | None | None | False | None | False | 538101.7464 | 0 | | 3958409 | 153379 | None | code430 | Providing and laying water proofing treatment to the Retaining wall area with PU Elastomeric Single component liquid applied, cold applied, moisture cured high tensile elastomeric PU waterproofing membrane having elongation of more than 400% and having solid content of above 90% @ 1.6kg per Sqm in 2 coats to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g/ Sqm. The cost is inclusive of surface preparation, crack filling, repair of loose mortar etc. completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (UNI-SR V-3, Item No - 9.3 ) | Sqm | 914.64 | 914.64 | 72.0 | False | None | None | False | None | False | 65854.08 | 0 | | 3958410 | 153379 | None | code431 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 10mm (Comn-SR V-5, Item No -11.2, Page No-111) | Mtr | 4945.03 | 4945.03 | 1.5 | False | None | None | False | None | False | 7417.545 | 0 | | 3958411 | 153379 | None | code432 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (Comn-SR V-5, Item No -13, Page No-111) | Each | 2204.2 | 2204.2 | 2.0 | False | None | None | False | None | False | 4408.4 | 0 | | 3958412 | 153379 | None | code433 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 1.00 HP/0.75KW - 7 STG ( WS & UGD Comm SR V-5, Chapter-15, Item No - 6.1 ) | Nos | 20716.39 | 20716.39 | 1.0 | False | None | None | False | None | False | 20716.39 | 0 | | 3958413 | 153379 | None | code434 | 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. (Comn-SR V-2, Item No -8.1.1) For Ceiling | Sqm | 262.65 | 262.65 | 45.95 | False | None | None | False | None | False | 12068.7675 | 0 | | 3958414 | 153379 | None | code435 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Comn-SR V-2, Item No -8.2.2) For Inside wall | Sqm | 287.37 | 287.37 | 29.4 | False | None | None | False | None | False | 8448.678 | 0 | | 3958415 | 153379 | None | code436 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Comn-SR V-2, Item No -8.9) For External wall | Sqm | 396.55 | 396.55 | 30.9 | False | None | None | False | None | False | 12253.395 | 0 | | 3958416 | 153379 | None | code437 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete.(P.No.140, I.No 12.4 , Vol 5 of PW,P & IWTD S.R 2022-23) | Nos | 5446.64 | 5446.64 | 2.0 | False | None | None | False | None | False | 10893.28 | 0 | | 3958417 | 153379 | None | code438 | Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 0.00 to 50.00 mtrs 1.1 O010A | Mtr | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 | | 3958418 | 153379 | None | code439 | Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 50.00 to 100.00 mtrs 1.2 O010B | Mtr | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 | | 3958419 | 153379 | None | code440 | Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 100.00 to 150.00 mtrs 1.3 O010C | Mtr | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 | | 3958420 | 153379 | None | code441 | Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 150.00 to 200.00 mtrs 1.4 O010D | Mtr | 589.16 | 589.16 | 50.0 | False | None | None | False | None | False | 29458.0 | 0 | | 3958421 | 153379 | None | code442 | Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 200.00 to 250.00 mtrs 1.5 O010E | Mtr | 691.13 | 691.13 | 50.0 | False | None | None | False | None | False | 34556.5 | 0 | | 3958422 | 153379 | None | code443 | Sinking of Borewell of 165mm dia clear, using superfast Hydraulic rig of capacity 250 PSIG and above 900 CFM and above in all strata including over burden upto 20m fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc., complete including yield testing and the final depth with a minimum working compressor for one hour (excluding cost of casting pipes, collars and cap etc.) As per amendment ,2nd corrigendum 7/06/22. (P.No.139, I.No 12.1.1 to 12.1.7. Vol 5 of PW,P & IWTD S.R 2022-23) 250.00 to 260.00 mtrs 1.6 O010F | Mtr | 762.2 | 762.2 | 10.0 | False | None | None | False | None | False | 7622.0 | 0 | | 3958423 | 153379 | None | code444 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socketconforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. (P.No.143, I.No 12.32. Vol 5 of PW,P & IWTD S.R 2022-23) | Mtr | 1990.99 | 1990.99 | 80.0 | False | None | None | False | None | False | 159279.2 | 0 | | 3958424 | 153379 | None | code445 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge. (P.No.143, I.No 12.33. Vol 5 of PW,P & IWTD S.R 2022-23) | Nos | 168.92 | 168.92 | 1.0 | False | None | None | False | None | False | 168.92 | 0 | | 3958425 | 153379 | None | code446 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. (P.No.143, I.No 12.33. Vol 5 of PW,P & IWTD S.R 2022-23) | Nos | 154.5 | 154.5 | 13.0 | False | None | None | False | None | False | 2008.5 | 0 | | 3958426 | 153379 | None | code447 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For -For -7.5 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00”. (Page No. : 152, Item No.13.15.7 KWS & DB S R Vol-5 2022-23) | Each | 42034.3 | 42034.3 | 1.0 | False | None | None | False | None | False | 42034.3 | 0 | | 3958427 | 153379 | None | code448 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1X3X6 Sqm. (Page No. : 154, Item No.13.22.4, KWS & DB S R Vol-5 2022-23) | Mtr | 190.55 | 190.55 | 230.0 | False | None | None | False | None | False | 43826.5 | 0 | | 3958428 | 153379 | None | code449 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (Page No. : 156, Item No.13.32 KWS & DB S R Vol-5 2022-23) | Job | 6695.0 | 6695.0 | 1.0 | False | None | None | False | None | False | 6695.0 | 0 | | 3958429 | 153379 | None | code450 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete. 50 mm dia (PWD SR 2022-23 , vol-2, P119, I no 13.10.6) | Mtr | 709.67 | 709.67 | 2.0 | False | None | None | False | None | False | 1419.34 | 0 | | 3958430 | 153379 | None | code451 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter 6 to 15 HP pumps. (Page No. : 155, Item No.13.23.2 , KWS & DB S R Vol-5 2022-23) | Each | 16377.0 | 16377.0 | 2.0 | False | None | None | False | None | False | 32754.0 | 0 | | 3958431 | 153379 | None | code452 | Erection of single phase preventer / ammeters / including fixing selector switch / voltmeter / current operated earth leakage circuit breakers / voltage operated circuit breaker / above 100A fuse channel set (3 Nos) HRC fuses above 100A (3 Nos.) / Digital ammeter/digital volt meter/set of 3 indicating lamps /MCB / Relays /A-V selector switches including wiring using suitable capacity wires, bolts, nuts,screws. (PWD Ele SR 2022-23 Pg no.46 Sl no.13.16) | Nos | 203.94 | 203.94 | 1.0 | False | None | None | False | None | False | 203.94 | 0 | | 3958432 | 153379 | None | code453 | Fabricating, supplying and mounting MS box made out of 18 SWG suitable for floor/ wall mounting, fully weather proof with provision for better heat dissipation provided with hinged front cover with with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7 Tanks Treatment wit powder coat ed paint & finaly finished with approved colour & etc. (PWD Ele SR 2-23-24 Pg no.20, Sl no.5.42.3) | Sqm | 0.39 | 0.39 | 30000.0 | False | None | None | False | None | False | 11700.0 | 0 | | 3958433 | 153379 | None | code454 | Supplying and fixing miniature circuit breakers/isolators on existing MCB distribution boards using necessary fixing materials and wiring complete as required - 40 to 63 amps triple pole. ( PWD Ele SR 2-23-24 P-47, It No.6.16.2) | Each | 697.31 | 697.31 | 1.0 | False | None | None | False | None | False | 697.31 | 0 | | 3958434 | 153379 | None | code455 | Supplying and running of GI copper strip or grounding connection using necessary fixing material required 600x600x3mm GI plate. (PWD Ele SR 2-23-24 (P-54, Sl no.12.58.6) | Each | 901.25 | 901.25 | 1.0 | False | None | None | False | None | False | 901.25 | 0 | | 3958435 | 153379 | None | code456 | Supplying and fixing Porcelain fuse channel with cut out on the existing wooden /panel using necessary nuts bolts and washer etc., complete. 16 A. (P-No.10 , I.No.5.7.1 KPWD Ele SR 2022-23), | Each | 161.71 | 161.71 | 3.0 | False | None | None | False | None | False | 485.13 | 0 | | 3958436 | 153379 | None | code457 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. (P.No.115, I.No.13.4.4 of KPWD Elec S.R 2022-23) | Nos | 880.65 | 880.65 | 1.0 | False | None | None | False | None | False | 880.65 | 0 | | 3958437 | 153379 | None | code458 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1,Armouring strip thickness and resistivity as per IS-3975 , 4 core 16sqmm. ( Ele SR 22-23 Pg no. sl no. 32.05) | Mtr | 146.1 | 146.1 | 100.0 | False | None | None | False | None | False | 14610.0 | 0 | | 3958438 | 153379 | None | code459 | Labour charges for Laying of 1.1 KV Class UG cable 6 Sqmm to 16 sqmm | Mtr | 12.24 | 12.24 | 100.0 | False | None | None | False | None | False | 1224.0 | 0 | | 3958439 | 153379 | None | code460 | Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating in Hard soil etc., complete. complete as per specifications and direction of the Engineer-in-Charge. (As per Civil SR KSRB I-1.17.1, P-10, vol -1) | Mtr | 199.82 | 199.82 | 100.0 | False | None | None | False | None | False | 19982.0 | 0 | | 3958440 | 153379 | None | code461 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) Medium Duty GI pipe of 65mm dia. Vol-5 SR(2021-22), P-142, I- 11.2.7 | Mtr | 740.57 | 740.57 | 100.0 | False | None | None | False | None | False | 74057.0 | 0 | | 3958441 | 153379 | None | code462 | Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled wiith necessary bitumen / insulating compound complete. With terminals, clamps, bolts nuts and washers etc.complete for 16 Sqmm as per specification. (KPWD Ele SR Pg no.62 sl no.7.13.2) | Each | 278.1 | 278.1 | 1.0 | False | None | None | False | None | False | 278.1 | 0 | | 3958442 | 153379 | None | code463 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m. (P.No.6, I.No.1.6.1 of KPWD S.R 2022-23) | Cum | 498.52 | 498.52 | 74.25 | False | None | None | False | None | False | 37015.11 | 0 | | 3958443 | 153379 | None | code464 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6 Kg/Sqm: 63mm(weight of pipe -0.662 kg) (P.No.134, I.No.M010C of KPWD S.R 2022-23) | Mtr | 143.17 | 143.17 | 165.0 | False | None | None | False | None | False | 23623.05 | 0 | | 3958444 | 153379 | None | code465 | 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. (P.No.7, I.No.1.10 of KPWD S.R 2022-23) | Cum | 164.8 | 164.8 | 55.69 | False | None | None | False | None | False | 9177.712 | 0 | | 3958445 | 153379 | None | code466 | Design, supplying, erecting testing and commissioning of -passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car, full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional / international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc.,. (item No - 14.4.2 PWD Ele SR 2023-2024) D.With Out Machine Room-SS Finish ( 8-Passgenrs 5 - Stops ) | Each | 1640458.22 | 1640458.22 | 1.0 | False | None | None | False | None | False | 1640458.22 | 0 | | 3958446 | 153379 | None | code467 | Waste water Treatment by Bio Sewage Treatment Plant (Bio STP)
onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note:
1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the Satisfaction of the Engineer in charge. 3. Design drawing of the system suitable for erection 50 KLD is given in
figure for reference. (UNI-SR V-5, Item No - 22.2.2 Page No - 251 ) (50KLD) | Each | 2621350.0 | 2621350.0 | 1.0 | False | None | None | False | None | False | 2621350.0 | 0 |
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