3300253 | 115054 | None | code01 | RCC COLUMN Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sl No.2.5.2, PageNo.17 Volume-I FIRST FLOOR | Cum | 12101.91 | 12101.91 | 2.33 | False | None | None | False | None | False | 28197.4503 | 0 |
3300254 | 115054 | None | code02 | RCC COLUMN Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sl No.2.5.2, PageNo.17 Volume-I SECOND FLOOR | Cum | 12222.93 | 12222.93 | 17.54 | False | None | None | False | None | False | 214390.1922 | 0 |
3300255 | 115054 | None | code03 | RCC COLUMN Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sl No.2.5.2, PageNo.17 Volume-I Head Room | Cum | 12345.16 | 12345.16 | 1.3 | False | None | None | False | None | False | 16048.708 | 0 |
3300256 | 115054 | None | code04 | CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. issued rate 1058 -20-10-2023-24 Sl.No. 6.33, Page No.17, Volume-II Frist Floor | Sqm | 1280.61 | 1280.61 | 34.9978 | False | None | None | False | None | False | 44818.532658 | 0 |
3300257 | 115054 | None | code05 | CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. issued rate 1058 -20-10-2023-24 Sl.No. 6.33, Page No.17, Volume-II Second Floor | Sqm | 1293.42 | 1293.42 | 224.03 | False | None | None | False | None | False | 289764.8826 | 0 |
3300258 | 115054 | None | code06 | CC BLOCKS 200mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. issued rate 1058 -20-10-2023-24 Sl.No. 6.33, Page No.17, Volume-II Head Room | Sqm | 1306.35 | 1306.35 | 158.02 | False | None | None | False | None | False | 206429.427 | 0 |
3300259 | 115054 | None | code07 | BLOCK WALL 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. issued rate 1058 -20-10-2023-24 S.No. 6.33, Page No.17, Volume-II GROUND FLOOR | Sqm | 1267.93 | 1267.93 | 7.56 | False | None | None | False | None | False | 9585.5508 | 0 |
3300260 | 115054 | None | code08 | BLOCK WALL 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. issued rate 1058 -20-10-2023-24 S.No. 6.33, Page No.17, Volume-II FIRST FLOOR | Sqm | 1280.61 | 1280.61 | 61.46 | False | None | None | False | None | False | 78706.2906 | 0 |
3300261 | 115054 | None | code09 | BLOCK WALL 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. issued rate 1058 -20-10-2023-24 S.No. 6.33, Page No.17, Volume-II SECOND FLOOR | Sqm | 1293.42 | 1293.42 | 358.56 | False | None | None | False | None | False | 463768.6752 | 0 |
3300262 | 115054 | None | code10 | BLOCK WALL 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. issued rate 1058 -20-10-2023-24 S.No. 6.33, Page No.17, Volume-II Head room | Sqm | 1306.35 | 1306.35 | 4.56 | False | None | None | False | None | False | 5956.956 | 0 |
3300263 | 115054 | None | code11 | RCC M25 FOR LINTEL Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sl No.2.5.2, PageNo.17
Volume-I Frist Floor | Cum | 11390.04 | 11390.04 | 1.46 | False | None | None | False | None | False | 16629.4584 | 0 |
3300264 | 115054 | None | code12 | Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sl No.2.5.2, PageNo.17
Volume-I Second Floor | Cum | 11503.94 | 11503.94 | 6.97 | False | None | None | False | None | False | 80182.4618 | 0 |
3300265 | 115054 | None | code13 | Providing and laying in position cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Sl No.2.5.2, PageNo.17
Volume-I Head Room | Cum | 11618.98 | 11618.98 | 0.55 | False | None | None | False | None | False | 6390.439 | 0 |
3300266 | 115054 | None | code14 | CILL CONCRETE Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I FIRST FLOOR | Cum | 11390.04 | 11390.04 | 3.59 | False | None | None | False | None | False | 40890.2436 | 0 |
3300267 | 115054 | None | code15 | CILL CONCRETE Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Second Floor | Cum | 11503.94 | 11503.94 | 5.21 | False | None | None | False | None | False | 59935.5274 | 0 |
3300268 | 115054 | None | code16 | CILL CONCRETE Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Head Room | Cum | 11618.98 | 11618.98 | 0.26 | False | None | None | False | None | False | 3020.9348 | 0 |
3300269 | 115054 | None | code17 | RCC M25 FOR CHEJJA Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I First Floor | Cum | 10322.22 | 10322.22 | 0.4 | False | None | None | False | None | False | 4128.888 | 0 |
3300270 | 115054 | None | code18 | RCC M25 FOR CHEJJA Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Second Floor | Cum | 10425.44 | 10425.44 | 0.55 | False | None | None | False | None | False | 5733.992 | 0 |
3300271 | 115054 | None | code19 | RCC M25 FOR CHEJJA Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I head room | Cum | 10529.7 | 10529.7 | 0.08 | False | None | None | False | None | False | 842.376 | 0 |
3300272 | 115054 | None | code20 | RCC M25 FOR ROOF BEAM Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I First Floor | Cum | 11390.04 | 11390.04 | 6.2 | False | None | None | False | None | False | 70618.248 | 0 |
3300273 | 115054 | None | code21 | RCC M25 FOR ROOF BEAM Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Second Floor | Cum | 11503.94 | 11503.94 | 27.08 | False | None | None | False | None | False | 311526.6952 | 0 |
3300274 | 115054 | None | code22 | RCC M25 FOR ROOF BEAM Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Head Room | Cum | 11618.98 | 11618.98 | 1.55 | False | None | None | False | None | False | 18009.419 | 0 |
3300275 | 115054 | None | code23 | RCC M25 FOR ROOF SLAB Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I First Floor | Cum | 10678.16 | 10678.16 | 12.95 | False | None | None | False | None | False | 138282.172 | 0 |
3300276 | 115054 | None | code24 | RCC M25 FOR ROOF SLAB Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Second Floor | Cum | 10784.94 | 10784.94 | 61.31 | False | None | None | False | None | False | 661224.6714 | 0 |
3300277 | 115054 | None | code25 | RCC M25 FOR ROOF SLAB Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I Head Room | Cum | 10892.79 | 10892.79 | 4.22 | False | None | None | False | None | False | 45967.5738 | 0 |
3300278 | 115054 | None | code26 | RCC M25 FOR STAIRCASE Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 45% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.16 Volume-I Second Floor | Cum | 10783.88 | 10783.88 | 4.26 | False | None | None | False | None | False | 45939.3288 | 0 |
3300279 | 115054 | None | code27 | TMT Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Sl. No. 2.11, Page No.18 Volume-I First Floor | Kg | 93.06 | 93.06 | 3604.39 | False | None | None | False | None | False | 335424.5334 | 0 |
3300280 | 115054 | None | code28 | TMT Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Sl. No. 2.11, Page No.18 Volume-I Second Floor | Kg | 93.99 | 93.99 | 17876.75 | False | None | None | False | None | False | 1680235.7325 | 0 |
3300281 | 115054 | None | code29 | TMT Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Sl. No. 2.11, Page No.18 Volume-I Head Room | Kg | 94.93 | 94.93 | 1100.11 | False | None | None | False | None | False | 104433.4423 | 0 |
3300282 | 115054 | None | code30 | Fixing of door frames In an existing opening including embeding frame in floor and walls after cutting masonry for holdfasts for embedding hold fastin cement concrete of 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 debries with lead upto 50m. including cost of materials, labour charges, complete as per specification. Sl. No. 12.51
Page No. 104, Volume-II First Floor | No | 1056.94 | 1056.94 | 2.0 | False | None | None | False | None | False | 2113.88 | 0 |
3300283 | 115054 | None | code31 | Fixing of door frames In an existing opening including embeding frame in floor and walls after cutting masonry for holdfasts for embedding hold fastin cement concrete of 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 debries with lead upto 50m. including cost of materials, labour charges, complete as per specification. Sl. No. 12.51
Page No. 104, Volume-II Second Floor | No | 1067.51 | 1067.51 | 7.0 | False | None | None | False | None | False | 7472.57 | 0 |
3300284 | 115054 | None | code32 | Fixing of door frames In an existing opening including embeding frame in floor and walls after cutting masonry for holdfasts for embedding hold fastin cement concrete of 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 debries with lead upto 50m. including cost of materials, labour charges, complete as per specification. Sl. No. 12.51
Page No. 104, Volume-II Head Room | No | 1078.19 | 1078.19 | 1.0 | False | None | None | False | None | False | 1078.19 | 0 |
3300285 | 115054 | None | code33 | WOOD FRAME Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Sl.No 12.13.2, Page No.100 Volume- II First Floor | Cum | 103613.88 | 103613.88 | 0.15 | False | None | None | False | None | False | 15542.082 | 0 |
3300286 | 115054 | None | code34 | WOOD FRAME Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Sl.No 12.13.2, Page No.100 Volume- II Second Floor | Cum | 104650.02 | 104650.02 | 0.68 | False | None | None | False | None | False | 71162.0136 | 0 |
3300287 | 115054 | None | code35 | WOOD FRAME Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Sl.No 12.13.2, Page No.100 Volume- II HEAD ROOM | Cum | 105696.52 | 105696.52 | 0.08 | False | None | None | False | None | False | 8455.7216 | 0 |
3300288 | 115054 | None | code36 | DOOR SHUTTERS Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-35 mm thick both side commercial Sl. No. 12.57.6 Page No. 106, Volume-II First Floor | Cum | 3455.88 | 3455.88 | 5.04 | False | None | None | False | None | False | 17417.6352 | 0 |
3300289 | 115054 | None | code37 | DOOR SHUTTERS Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-35 mm thick both side commercial Sl. No. 12.57.6 Page No. 106, Volume-II Second Floor | Cum | 3490.44 | 3490.44 | 22.68 | False | None | None | False | None | False | 79163.1792 | 0 |
3300290 | 115054 | None | code38 | DOOR SHUTTERS Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-35 mm thick both side commercial Sl. No. 12.57.6 Page No. 106, Volume-II HEAD ROOM | Cum | 3525.34 | 3525.34 | 2.52 | False | None | None | False | None | False | 8883.8568 | 0 |
3300291 | 115054 | None | code39 | UPVC DOOR FRAME FOR BATHROOM Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance+/-1mm), with wall thickness 2.0 mm (+/- 0.2 mm), corners of the door frameto be Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of theframes reinforcedby galvanized M.S. tube of size 19 X 19 mm and 1mm (+/- 0.1 mm) wallthickness and 3nos. stainless steel hinges fixed to the frame completeas per manufacturer’s specification and direction of Engineer- in-charge42x50 mm PVC Extruded section Sl. No. 12.83.2 Page No. 110, Volume-II Second Floor | m | 251.09 | 251.09 | 91.2 | False | None | None | False | None | False | 22899.408 | 0 |
3300292 | 115054 | None | code40 | UPVC DOOR SHUTTERS FOR BATHROOM Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free
with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made Sl. No. 12.92 Page No. 111, Volume-II Second Floor | Sqm | 6561.0 | 6561.0 | 25.2 | False | None | None | False | None | False | 165337.2 | 0 |
3300293 | 115054 | None | code41 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm First Floor | No | 572.17 | 572.17 | 4.0 | False | None | None | False | None | False | 2288.68 | 0 |
3300294 | 115054 | None | code42 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm SECOND Floor | No | 577.89 | 577.89 | 18.0 | False | None | None | False | None | False | 10402.02 | 0 |
3300295 | 115054 | None | code43 | HARDWARE FOR DOOR Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge Sl. No.22.15.2,Page No. 218
Volume-II SS Handles 300mm HEAD ROOM | No | 583.67 | 583.67 | 2.0 | False | None | None | False | None | False | 1167.34 | 0 |
3300296 | 115054 | None | code44 | SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218
Volume-II First Floor | No | 390.11 | 390.11 | 4.0 | False | None | None | False | None | False | 1560.44 | 0 |
3300297 | 115054 | None | code45 | SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218
Volume-II Second Floor | No | 394.01 | 394.01 | 18.0 | False | None | None | False | None | False | 7092.18 | 0 |
3300298 | 115054 | None | code46 | SS Aldrop 16mm dia, 300mm Sl. No.22.15.4,Page No. 218
Volume-II HEAD ROOM | No | 397.95 | 397.95 | 2.0 | False | None | None | False | None | False | 795.9 | 0 |
3300299 | 115054 | None | code47 | SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218
Volume-II First Floor | No | 208.06 | 208.06 | 2.0 | False | None | None | False | None | False | 416.12 | 0 |
3300300 | 115054 | None | code48 | SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218
Volume-II Second Floor | No | 210.14 | 210.14 | 9.0 | False | None | None | False | None | False | 1891.26 | 0 |
3300301 | 115054 | None | code49 | SS Tower Bolts 250x10mm Sl. No.22.15.7,Page No. 218
Volume-II HEAD ROOM | No | 212.24 | 212.24 | 1.0 | False | None | None | False | None | False | 212.24 | 0 |
3300302 | 115054 | None | code50 | SS hinges 100 mm Sl. No.22.15.9,Page No. 218
Volume-II First Floor | No | 72.82 | 72.82 | 8.0 | False | None | None | False | None | False | 582.56 | 0 |
3300303 | 115054 | None | code51 | SS hinges 100 mm Sl. No.22.15.9,Page No. 218
Volume-II Second Floor | No | 73.55 | 73.55 | 36.0 | False | None | None | False | None | False | 2647.8 | 0 |
3300304 | 115054 | None | code52 | SS hinges 100 mm Sl. No.22.15.9,Page No. 218
Volume-II HEAD ROOM | No | 74.28 | 74.28 | 4.0 | False | None | None | False | None | False | 297.12 | 0 |
3300305 | 115054 | None | code53 | SS Door stopper 75mm Sl. No.22.15.10.Page No. 218
Volume-II First Floor | No | 104.03 | 104.03 | 2.0 | False | None | None | False | None | False | 208.06 | 0 |
3300306 | 115054 | None | code54 | SS Door stopper 75mm Sl. No.22.15.10.Page No. 218
Volume-II Second Floor | No | 105.07 | 105.07 | 9.0 | False | None | None | False | None | False | 945.63 | 0 |
3300307 | 115054 | None | code55 | SS Door stopper 75mm Sl. No.22.15.10.Page No. 218
Volume-II Head Room | No | 106.12 | 106.12 | 1.0 | False | None | None | False | None | False | 106.12 | 0 |
3300308 | 115054 | None | code56 | UPVC WINDOW 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) Sl. No.12.90, Page No. 110 Volume-II First Floor | Sqm | 7005.38 | 7005.38 | 11.88 | False | None | None | False | None | False | 83223.9144 | 0 |
3300309 | 115054 | None | code57 | UPVC WINDOW 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) Sl. No.12.90, Page No. 110 Volume-II Second Floor | Sqm | 7075.43 | 7075.43 | 26.88 | False | None | None | False | None | False | 190187.5584 | 0 |
3300310 | 115054 | None | code58 | 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 .issued rate 143( 2-11-23) GRILLS FOR WINDOWS Sl. No. 11.34A Page No. 85, Volume-II GROUND FLOOR | Kg | 173.04 | 173.04 | 86.4 | False | None | None | False | None | False | 14950.656 | 0 |
3300311 | 115054 | None | code59 | 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 .issued rate 143( 2-11-23) GRILLS FOR WINDOWS Sl. No. 11.34A Page No. 85, Volume-II FIRST FLOOR | Kg | 174.77 | 174.77 | 440.64 | False | None | None | False | None | False | 77010.6528 | 0 |
3300312 | 115054 | None | code60 | 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 .issued rate 143( 2-11-23) GRILLS FOR WINDOWS Sl. No. 11.34A Page No. 85, Volume-II Second Floor | Kg | 176.52 | 176.52 | 702.72 | False | None | None | False | None | False | 124044.1344 | 0 |
3300313 | 115054 | None | code61 | 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 .issued rate 143( 2-11-23) GRILLS FOR WINDOWS Sl. No. 11.34A Page No. 85, Volume-II Head Room | Kg | 178.28 | 178.28 | 34.56 | False | None | None | False | None | False | 6161.3568 | 0 |
3300314 | 115054 | None | code62 | UPVC VENTILATOR 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) Sl. No.12.85 Page No. 109 Volume-II GF | Sqm | 5890.57 | 5890.57 | 13.67 | False | None | None | False | None | False | 80524.0919 | 0 |
3300315 | 115054 | None | code63 | UPVC VENTILATOR 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) Sl. No.12.85 Page No. 109 Volume-II FF | Sqm | 5949.48 | 5949.48 | 18.9 | False | None | None | False | None | False | 112445.172 | 0 |
3300316 | 115054 | None | code64 | UPVC VENTILATOR 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) Sl. No.12.85 Page No. 109 Volume-II Second Floor | Sqm | 6008.38 | 6008.38 | 16.32 | False | None | None | False | None | False | 98056.7616 | 0 |
3300317 | 115054 | None | code65 | PLASTERING WORK CEILING Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete , Sl. No. 8.6.1 Page No. 42, Volume-II First Floor | Sqm | 336.02 | 336.02 | 73.83 | False | None | None | False | None | False | 24808.3566 | 0 |
3300318 | 115054 | None | code66 | PLASTERING WORK CEILING Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete , Sl. No. 8.6.1 Page No. 42, Volume-II Second Floor | Sqm | 339.34 | 339.34 | 348.95 | False | None | None | False | None | False | 118412.693 | 0 |
3300319 | 115054 | None | code67 | PLASTERING WORK CEILING Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete , Sl. No. 8.6.1 Page No. 42, Volume-II Head room | Sqm | 342.74 | 342.74 | 22.04 | False | None | None | False | None | False | 7553.9896 | 0 |
3300320 | 115054 | None | code68 | PUTTY FOR ABOVE ITEM 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. Sl.No 8.51 Page No.50 Volume-II FIRST FLOOR | Sqm | 104.03 | 104.03 | 73.83 | False | None | None | False | None | False | 7680.5349 | 0 |
3300321 | 115054 | None | code69 | PUTTY FOR ABOVE ITEM 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. Sl.No 8.51 Page No.50 Volume-II SECOND FLOOR | Sqm | 105.07 | 105.07 | 348.95 | False | None | None | False | None | False | 36664.1765 | 0 |
3300322 | 115054 | None | code70 | PUTTY FOR ABOVE ITEM 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. Sl.No 8.51 Page No.50 Volume-II HEAD ROOM | Sqm | 106.12 | 106.12 | 22.04 | False | None | None | False | None | False | 2338.8848 | 0 |
3300323 | 115054 | None | code71 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. Sl.No 8.7,
Page No.42 Volume-II First Floor | Sqm | 380.75 | 380.75 | 188.97 | False | None | None | False | None | False | 71950.3275 | 0 |
3300324 | 115054 | None | code72 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. Sl.No 8.7,
Page No.42 Volume-II Second Floor | Sqm | 384.56 | 384.56 | 865.04 | False | None | None | False | None | False | 332659.7824 | 0 |
3300325 | 115054 | None | code73 | INTERNAL WALL PLASTERING Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. Sl.No 8.7,
Page No.42 Volume-II Head Room | Sqm | 388.4 | 388.4 | 150.0 | False | None | None | False | None | False | 58260.0 | 0 |
3300326 | 115054 | None | code74 | WALL PUTTY FOR ABOVE 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. Sl.No 8.51 Page No.50 Volume-II First Floor | Sqm | 104.03 | 104.03 | 188.97 | False | None | None | False | None | False | 19658.5491 | 0 |
3300327 | 115054 | None | code75 | WALL PUTTY FOR ABOVE 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. Sl.No 8.51 Page No.50 Volume-II Second Floor | Sqm | 105.07 | 105.07 | 865.04 | False | None | None | False | None | False | 90889.7528 | 0 |
3300328 | 115054 | None | code76 | WALL PUTTY FOR ABOVE 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. Sl.No 8.51 Page No.50 Volume-II Head Room | Sqm | 106.12 | 106.12 | 150.0 | False | None | None | False | None | False | 15918.0 | 0 |
3300329 | 115054 | None | code77 | EXTERNAL WALL PLASTERING 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-incharge. Sl. No. 8.9, Page No.42 Volume-II 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 specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12, Page No.43 Volume-II First Floor | Sqm | 467.09 | 467.09 | 73.98 | False | None | None | False | None | False | 34555.3182 | 0 |
3300330 | 115054 | None | code78 | EXTERNAL WALL PLASTERING 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-incharge. Sl. No. 8.9, Page No.42 Volume-II 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 specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12, Page No.43 Volume-II Second Floor | Sqm | 471.77 | 471.77 | 310.98 | False | None | None | False | None | False | 146711.0346 | 0 |
3300331 | 115054 | None | code79 | EXTERNAL WALL PLASTERING 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-incharge. Sl. No. 8.9, Page No.42 Volume-II 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 specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12, Page No.43 Volume-II Head Room | Sqm | 476.48 | 476.48 | 246.2 | False | None | None | False | None | False | 117309.376 | 0 |
3300332 | 115054 | None | code80 | ROUGH PLASTERING FOR DADOOING Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sl.No. 8.2.1, Page No.41 Volume- II Second floor | Sqm | 309.93 | 309.93 | 281.4 | False | None | None | False | None | False | 87214.302 | 0 |
3300333 | 115054 | None | code81 | FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (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/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 600x600 mm Sl.No 9.12.2, Page No.60 Volume-II First Floor | Sqm | 1191.14 | 1191.14 | 72.03 | False | None | None | False | None | False | 85797.8142 | 0 |
3300334 | 115054 | None | code82 | FLOORING VITRIFIED FLOORING Providing and laying vitrified floor tiles in different sizes (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/ m2 including grouting the joints with white cement and matching pigments etc., complete.-- Size of Tile 600x600 mm Sl.No 9.12.2, Page No.60 Volume-II Second Floor | Sqm | 1203.05 | 1203.05 | 216.12 | False | None | None | False | None | False | 260003.166 | 0 |
3300335 | 115054 | None | code83 | CERAMIC TILE FLOORING FOR TOILET Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Sl.No 9.11, Page No.60 Volume-II Second Floor | Sqm | 933.98 | 933.98 | 77.0 | False | None | None | False | None | False | 71916.46 | 0 |
3300336 | 115054 | None | code84 | CERAMIC TILE DADOOING(GLAZED TILE) 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 m2, including pointing in white cement mixed with pigment of
matching shade complete. Sl.No 10.14, Page No.71 Volume-II Second Floor | Sqm | 1161.96 | 1161.96 | 281.4 | False | None | None | False | None | False | 326975.544 | 0 |
3300337 | 115054 | None | code85 | GRANITE FLOORING Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone 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. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. issued rate 2864 Sl.No 9.24, Page No.63 Volume-II GROUND FLOOR KITCHEN HAND WASD | Sqm | 2937.56 | 2937.56 | 6.81 | False | None | None | False | None | False | 20004.7836 | 0 |
3300338 | 115054 | None | code86 | GRANITE FLOORING Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone 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. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. issued rate 2864 Sl.No 9.24, Page No.63 Volume-II First Floor | Sqm | 2966.94 | 2966.94 | 6.71 | False | None | None | False | None | False | 19908.1674 | 0 |
3300339 | 115054 | None | code87 | GRANITE FLOORING Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone 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. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. issued rate 2864 Sl.No 9.24, Page No.63 Volume-II | Sqm | 2996.6 | 2996.6 | 73.5 | False | None | None | False | None | False | 220250.1 | 0 |
3300340 | 115054 | None | code88 | GRANITE FLOORING FOR STAIRCASE Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sl.No 9.30,
Page No.64 Volume-IIb | Sqm | 5597.6 | 5597.6 | 27.29 | False | None | None | False | None | False | 152758.504 | 0 |
3300341 | 115054 | None | code89 | Half Nosing Providing half nosing to the 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification AR | m | 180.0 | 180.0 | 55.0 | False | None | None | False | None | False | 9900.0 | 0 |
3300342 | 115054 | None | code90 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II First Floor Walls | Sqm | 164.37 | 164.37 | 188.97 | False | None | None | False | None | False | 31060.9989 | 0 |
3300343 | 115054 | None | code91 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II First Floor celling | Sqm | 164.37 | 164.37 | 73.83 | False | None | None | False | None | False | 12135.4371 | 0 |
3300344 | 115054 | None | code92 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II Second Floor Walls | Sqm | 165.99 | 165.99 | 865.04 | False | None | None | False | None | False | 143587.9896 | 0 |
3300345 | 115054 | None | code93 | PAINTING INTERNAL SURFACES Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Specialprimer applied @ 0.75 ltr /10 m² with paint of approved quality to givean 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. Sl.No 8.33.1 Page No.46 Volume-II Second Floor Celing | Sqm | 165.99 | 165.99 | 348.95 | False | None | None | False | None | False | 57922.2105 | 0 |
3300346 | 115054 | None | code94 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING) 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. Sl.No 8.30
Page No.45 Volume-II First Floor | Sqm | 181.01 | 181.01 | 73.98 | False | None | None | False | None | False | 13391.1198 | 0 |
3300347 | 115054 | None | code95 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING) 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. Sl.No 8.30
Page No.45 Volume-II SECOND Floor | Sqm | 182.82 | 182.82 | 310.98 | False | None | None | False | None | False | 56853.3636 | 0 |
3300348 | 115054 | None | code96 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING) 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. Sl.No 8.30
Page No.45 Volume-II HEAD ROOM | Sqm | 184.65 | 184.65 | 246.2 | False | None | None | False | None | False | 45460.83 | 0 |
3300349 | 115054 | None | code97 | COOPING CONCRETE Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Sl.No2.1.4 Page No.15 Volume-I second floor | Cum | 6531.58 | 6531.58 | 0.41 | False | None | None | False | None | False | 2677.9478 | 0 |
3300350 | 115054 | None | code98 | COOPING CONCRETE Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Sl.No2.1.4 Page No.15 Volume-I Terrace Floor | Cum | 6596.9 | 6596.9 | 1.5 | False | None | None | False | None | False | 9895.35 | 0 |
3300351 | 115054 | None | code99 | ENAMEL PAINT Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, 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. Sl.No 8.41 Page No.48 Volume-II First Floor | Sqm | 173.73 | 173.73 | 30.46 | False | None | None | False | None | False | 5291.8158 | 0 |
3300352 | 115054 | None | code100 | ENAMEL PAINT Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, 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. Sl.No 8.41 Page No.48 Volume-II Second Floor | Sqm | 175.47 | 175.47 | 118.58 | False | None | None | False | None | False | 20807.2326 | 0 |
3300353 | 115054 | None | code101 | ENAMEL PAINT Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, 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. Sl.No 8.41 Page No.48 Volume-II Head Room | Sqm | 177.22 | 177.22 | 4.54 | False | None | None | False | None | False | 804.5788 | 0 |
3300354 | 115054 | None | code102 | ELEVATION BAND PATTI Providing Patti 10cm to 15cm wide and 10mm thick where ever necessery with CM 1:3 and finished as per the design and specification including scaffolding etc., complete as per the direction of Engineer in charge with all lead and lift. APPROVED RATE MDRS AT ARLIHALLI | m | 66.95 | 66.95 | 300.0 | False | None | None | False | None | False | 20085.0 | 0 |
3300355 | 115054 | None | code103 | PLASTER MESH Providing and fixing plaster mesh 200mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm 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) APPROVED RATE MDRS AT ARLIHALLI | m | 30.9 | 30.9 | 582.56 | False | None | None | False | None | False | 18001.104 | 0 |
3300356 | 115054 | None | code104 | LATH PLASTER Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia
mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. IT NO : 8.16 a v-2 | Sqm | 1275.14 | 1275.14 | 6.81 | False | None | None | False | None | False | 8683.7034 | 0 |
3300357 | 115054 | None | code105 | PCC FOR TOILET 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 Using 20 mm nominal size graded crushed coarse aggregates Page 15, Sl.No.2.1.2 ,Volume-I | Cum | 6531.58 | 6531.58 | 8.36 | False | None | None | False | None | False | 54604.0088 | 0 |
3300358 | 115054 | None | code106 | SS RAILINGS Providing and fixing stainless steel ( Grade 304) railing made of Hollow
tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. SECOND FLOOR IT NO : 11.28 V-2 | Sqm | 593.59 | 593.59 | 81.6 | False | None | None | False | None | False | 48436.944 | 0 |
3300359 | 115054 | None | code107 | Newly Constructed bathroom/toilet/balcony/utility with
Cementatius waterproof coating - below 300 m2 Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (1 Liquid: 2 Powder), to the RCC surface like bathroom, toilet, balcony & utility area applied @ 1.7kg/m2 in 2 coats to achieve 1mm DFT, having
Elongation at break 50% as per ASTM D 412, Tensile strength 1N/ mm2 as per ASTM D 412, Adhesion strength: 0.80 N/mm2 as per ASTM D 4541, crack bridging upto 1mm as per ASTM C 836, Water penetration (5 bar pressure) as per BS EN 12390. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. IT NO :15.10 PG NO :151 V-2 | Sqm | 385.57 | 385.57 | 83.6 | False | None | None | False | None | False | 32233.652 | 0 |
3300360 | 115054 | None | code108 | 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 Second Floor IT NO : 7.1.8 page 23 Vol-2 | Cum | 2119.06 | 2119.06 | 16.72 | False | None | None | False | None | False | 35430.6832 | 0 |
3300361 | 115054 | None | code109 | STONE CHAPDI FOR WASING KATTE Gray unpolished narasapura natural stone slab for flooring thickness 12mm APRROVED RATE BCWD HOSTEL | Sqm | 432.34 | 432.34 | 2.16 | False | None | None | False | None | False | 933.8544 | 0 |
3300362 | 115054 | None | code110 | SOLAR HEATER Supplying, installation, testing and commissioning of solar hot water heater comprising of high quality Evacuated Glass Tube (EGT) with absorber coating collector of size 58 x 1800 mm. Inner tank Material-Stainless steel 304-L Grade with Aluminium Stucco cladding made of High quality PUF insulation to minimizes heat loss and hold water Temperature upto 72 Hrs...with appropriate capacity electrical back up arrangement excluding inlet and out let pipes. Fitted with Sacrificial Anode S.No. 7.4.3, Page No.26, PWD-Part-I 300 L - 29 nos Tubes | No | 54995.82 | 54995.82 | 2.0 | False | None | None | False | None | False | 109991.64 | 0 |
3300363 | 115054 | None | code111 | INDIAN TYPE WATER CLOSET Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required-White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Sl.No 14.1.1
Page No.123 Volume-II | No | 5030.52 | 5030.52 | 3.0 | False | None | None | False | None | False | 15091.56 | 0 |
3300364 | 115054 | None | code112 | EUROPEAN WATER CLOSET Providing and fixing white vitreous china pedestal type water closet
(European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and
floors wherever required W.C. pan with ISI marked white solid plastic seat and lid (P.No.131, I.No.14.3.1, vol 2, of SR 2023-24 | No | 6156.31 | 6156.31 | 5.0 | False | None | None | False | None | False | 30781.55 | 0 |
3300365 | 115054 | None | code113 | HEALTH FAUCET Supplying, fixing, testing and commissioning of CP health faucet consisting of: 1 No. 15mm dia CP Angle cock with wall flange. PVC flexible tube of 1.00m long tube with end nuts. Hand operated spray unit (instant type) CP Crutch etc., complete as directed by the Engineer in charge. Data Rate Approved Rate From MDR PU Aralihalli | No | 1278.0 | 1278.0 | 8.0 | False | None | None | False | None | False | 10224.0 | 0 |
3300366 | 115054 | None | code114 | WASH BASIN Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Sl.No 14.7A
Page No.125
Volume-II | No | 4244.63 | 4244.63 | 6.0 | False | None | None | False | None | False | 25467.78 | 0 |
3300367 | 115054 | None | code115 | TRAP Providing and fixing 100 mm sand cast Iron grating for gully trap.Sl.No 14.29
Page No.128
Volume-II | No | 48.41 | 48.41 | 20.0 | False | None | None | False | None | False | 968.2 | 0 |
3300368 | 115054 | None | code116 | STOP COCK Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.Sl.No 13.15
Page No.119
Volume-II | No | 746.75 | 746.75 | 16.0 | False | None | None | False | None | False | 11948.0 | 0 |
3300369 | 115054 | None | code117 | BIB COCK Providing and fixing Bib cock Two way with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - ClassSl.No 14.56 Page No.140 Volume-II | No | 1985.84 | 1985.84 | 16.0 | False | None | None | False | None | False | 31773.44 | 0 |
3300370 | 115054 | None | code118 | GATE VALVE 25 mm nominal bore Sl.No 13.4.1 Page No.115 Volume-II | No | 565.47 | 565.47 | 5.0 | False | None | None | False | None | False | 2827.35 | 0 |
3300371 | 115054 | None | code119 | GATE VALVE 32 mm nominal bore Sl.No 13.4.2 Page No.115 Volume-II | No | 615.94 | 615.94 | 3.0 | False | None | None | False | None | False | 1847.82 | 0 |
3300372 | 115054 | None | code120 | GATE VALVE 40 mm nominal bore Sl.No 13.4.3 Page No.115 Volume-II | No | 723.06 | 723.06 | 2.0 | False | None | None | False | None | False | 1446.12 | 0 |
3300373 | 115054 | None | code121 | GATE VALVE 50 mm nominal bore Sl.No 13.4.4 Page No.115 Volume-II | No | 880.65 | 880.65 | 2.0 | False | None | None | False | None | False | 1761.3 | 0 |
3300374 | 115054 | None | code122 | GATE VALVE 65 mm nominal bore Sl.No 13.4.5 Page No.115 Volume-II | No | 1453.33 | 1453.33 | 1.0 | False | None | None | False | None | False | 1453.33 | 0 |
3300375 | 115054 | None | code123 | GATE VALVE 80 mm nominal boreSl.No 13.4.6 Page No.115 Volume-II | No | 2139.31 | 2139.31 | 1.0 | False | None | None | False | None | False | 2139.31 | 0 |
3300376 | 115054 | None | code124 | MIRROR 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. Sl.No 14.31
Page No.128 Volume-II Second Floor | No | 1256.6 | 1256.6 | 4.0 | False | None | None | False | None | False | 5026.4 | 0 |
3300377 | 115054 | None | code125 | TOWEL RAIL 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. Sl.No 14.40.2 Page No.130 Volume-II Second Floor | No | 510.88 | 510.88 | 8.0 | False | None | None | False | None | False | 4087.04 | 0 |
3300378 | 115054 | None | code126 | WATER STORAGE TANK Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications.
Specification Sl. No. 13.34, vol-2, | Ltr | 9.27 | 9.27 | 2000.0 | False | None | None | False | None | False | 18540.0 | 0 |
3300379 | 115054 | None | code127 | 25mm CPVC PIPE Providing and fixing Chorinated Poly Venly Cloride (CPVC) pipes conforming to IS15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr. spacing. This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete. (concealed work including cutting chases and good the walls etc), For 25 mm dia Sl.No 13.31.3 VOL-2- | m | 327.54 | 327.54 | 40.0 | False | None | None | False | None | False | 13101.6 | 0 |
3300380 | 115054 | None | code128 | 20mm CPVC PIPE Providing and fixing Chorinated Poly Venly Cloride (CPVC) pipes conforming to IS15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr. spacing. This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete. (concealed work including cutting chases and good the walls etc), For 20 mm dia Sl.No 13.31.2 VOL-2- | No | 249.26 | 249.26 | 50.0 | False | None | None | False | None | False | 12463.0 | 0 |
3300381 | 115054 | None | code129 | 160mm PVC PIPE Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:-PVC pipes 160mm dia., 6 kg/sqcm & class 3Sl.No 1.9 Page No.127 BWSSB | m | 636.54 | 636.54 | 15.0 | False | None | None | False | None | False | 9548.1 | 0 |
3300382 | 115054 | None | code130 | 110mm PVC PIPE Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:-PVC pipes 110mm dia., 6 kg/sqcm & class 3 Sl.No 1.7 Page No.127 BWSSB | m | 423.33 | 423.33 | 20.0 | False | None | None | False | None | False | 8466.6 | 0 |
3300383 | 115054 | None | code131 | 90mm PVC PIPE Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:-PVC pipes 90mm dia., 6 kg/sqcm & class 3 Sl.No 1.6 Page No.127 BWSSB | m | 302.82 | 302.82 | 20.0 | False | None | None | False | None | False | 6056.4 | 0 |
3300384 | 115054 | None | code132 | 50mm CPVC PIPE Providing and fixing Chorinated Poly Venly Cloride (CPVC) pipes conforming to IS15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr. spacing. This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete. (concealed work including cutting chases and good the walls etc), For 50 mm dia Sl.No 13.31.6 VOL-2- | m | 804.43 | 804.43 | 25.0 | False | None | None | False | None | False | 20110.75 | 0 |
3300385 | 115054 | None | code133 | 32mm CPVC PIPE Providing and fixing Chorinated Poly Venly Cloride (CPVC) pipes conforming to IS15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr. spacing. This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete. (concealed work including cutting chases and good the walls etc), For 32 mm dia Sl.No 13.31.4
VOL-2- | m | 412.0 | 412.0 | 25.0 | False | None | None | False | None | False | 10300.0 | 0 |
3300386 | 115054 | None | code134 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. Second Floor Sl.No 7.1.1, Page No.21 Volume-II | Sqm | 923.48 | 923.48 | 115.0 | False | None | None | False | None | False | 106200.2 | 0 |
3300387 | 115054 | None | code135 | GUTTER Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top co Gutter (600 mm over all girth) Sl.No 7.39.6, Page No.27 Volume-II Sl.No 7.39, Page No.26 Volume-II | m | 1128.34 | 1128.34 | 27.0 | False | None | None | False | None | False | 30465.18 | 0 |
3300388 | 115054 | None | code136 | MS COLUMNS Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. ISMC/ ISMB/ ISA 150 * 75 * 5.7mm Sl.No 11.2, Page No.77 Volume-II | Kg | 118.72 | 118.72 | 577.5 | False | None | None | False | None | False | 68560.8 | 0 |
3300389 | 115054 | None | code137 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. FIRST FLOOR Sl.No 11.57.2, Page No.95
Volume-II | Kg | 118.72 | 118.72 | 3234.6 | False | None | None | False | None | False | 384011.712 | 0 |
3300390 | 115054 | None | code138 | EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m 1.14.1 HARD SOIL 60% OF THE TOTAL QUANTITY | Cum | 105.06 | 105.06 | 36.95 | False | None | None | False | None | False | 3881.967 | 0 |
3300391 | 115054 | None | code139 | EXCAVATION Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m 1.15.1 Soft rock 40% OF THE TOTAL QUANTITY | Cum | 373.89 | 373.89 | 24.63 | False | None | None | False | None | False | 9208.9107 | 0 |
3300392 | 115054 | None | code140 | CC 1:4:8 For Bed Concrete 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 fineaggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Sl.No 2.1.2, Page No.15- VOL-1 | Cum | 5833.92 | 5833.92 | 10.7 | False | None | None | False | None | False | 62422.944 | 0 |
3300393 | 115054 | None | code141 | RCC M20 FOR FOOTING Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 8% ON CONCRETE ITEM) P-15 SI. No.2.2.1 VOL-1 FOOTING | Cum | 6993.66 | 6993.66 | 7.82 | False | None | None | False | None | False | 54690.4212 | 0 |
3300394 | 115054 | None | code142 | RCC M 25 FOR PLINTH BEAM Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other---- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 50% ON CONCRETE ITEM) Basic rate: 6299.00 SL NO 2.4.3 V-1 | Cum | 9789.12 | 9789.12 | 12.51 | False | None | None | False | None | False | 122461.8912 | 0 |
3300395 | 115054 | None | code143 | EARTH FILLING Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PG-7 SL NO 1.8 V-1 | Cum | 488.22 | 488.22 | 22.21 | False | None | None | False | None | False | 10843.3662 | 0 |
3300396 | 115054 | None | code144 | RCC COLUMN Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)-- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (RATE INCLUDING CENTERING 70% ON CONCRETE ITEM) Sl No.2.5.2, PageNo.17 Volume-I | Cum | 11982.09 | 11982.09 | 9.59 | False | None | None | False | None | False | 114908.2431 | 0 |
3300397 | 115054 | None | code145 | CC BLOCKS 150mm Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. S.No. 6.33, Page No.17, Volume-II | Sqm | 1267.93 | 1267.93 | 225.18 | False | None | None | False | None | False | 285512.4774 | 0 |
3300398 | 115054 | None | code146 | CC M10 FOR CILL 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 (RATE INCLUDING CENTERING 60% ON CONCRETE ITEM) 2023-24 Sl No.2.1.4, PageNo.15 Volume-I | Cum | 9285.09 | 9285.09 | 2.09 | False | None | None | False | None | False | 19405.8381 | 0 |
3300399 | 115054 | None | code147 | EXTERNAL WALL PLASTERING 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-incharge. Sl. No. 8.9,
Page No.42 Volume-II 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 specifications and as per directions of the Engineer in-Charge. Sl. No. 8.12,
Page No.43 Volume-II | Sqm | 462.47 | 462.47 | 500.4 | False | None | None | False | None | False | 231419.988 | 0 |
3300400 | 115054 | None | code148 | PAINTING EXTERNAL SURFACES(WEATHER PROOF EMULSION PAINTING) 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. Sl.No 8.30 Page No.45 Volume-II | Sqm | 179.22 | 179.22 | 500.4 | False | None | None | False | None | False | 89681.688 | 0 |
3300401 | 115054 | None | code149 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : vol- 2 Cement mortar 1:6 (1 cement : 6 coarse sand) (COMMON SCHEDULE OF RATES 2021-22) (VOL-II) 5.1.1 | Cum | 5779.33 | 5779.33 | 37.94 | False | None | None | False | None | False | 219267.7802 | 0 |
3300402 | 115054 | None | code150 | TMT 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) Sl. No.2.11 , Page No.18 Volume-II | Kg | 92.14 | 92.14 | 3238.01 | False | None | None | False | None | False | 298350.2414 | 0 |
3300403 | 115054 | None | code151 | Fencing Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately) Sl.No 11.61
Page No.95 Volume-II | m | 325.48 | 325.48 | 139.0 | False | None | None | False | None | False | 45241.72 | 0 |
3300404 | 115054 | None | code152 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Sl.No 11.57.2, Page No.95 Volume-II | Kg | 116.39 | 116.39 | 27.0 | False | None | None | False | None | False | 3142.53 | 0 |
3300405 | 115054 | None | code153 | ENTRY AND EXIT GATE 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 AT THE MAIN ENTRANCE 2ND GATE Sl. No. 11.34A Page No. 86, Volume-II | Kg | 173.04 | 173.04 | 455.0 | False | None | None | False | None | False | 78733.2 | 0 |
3300406 | 115054 | None | code154 | EXCAVATION OF COLUMN PIT AND SSM PIT Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m Page No. 8 ,Sl. No1.14.1 B. VOL-1 | Cum | 105.06 | 105.06 | 20.7 | False | None | None | False | None | False | 2174.742 | 0 |
3300407 | 115054 | None | code155 | LAYING GSB FOR BASE Granular Sub-Base Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -I Material Page No. 19 ,Sl. No 4.1 B. VOL-III | Cum | 2562.64 | 2562.64 | 9.0 | False | None | None | False | None | False | 23063.76 | 0 |
3300408 | 115054 | None | code156 | PROVIDING KERB STONES Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. Page No. 146 ,Sl. No 6.3 B. VOL-III
(The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone | m | 435.69 | 435.69 | 50.0 | False | None | None | False | None | False | 21784.5 | 0 |
3300409 | 115054 | None | code157 | PROVIDING COBBBLE STONE Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Page No. 51 ,IRC SP 63:2018 (6.8.1) B. VOL-III | Sqm | 1100.04 | 1100.04 | 90.0 | False | None | None | False | None | False | 99003.6 | 0 |
3300410 | 115054 | None | code158 | 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 up to 3Mtr from tapping point to out let via switch SR Item No. 2.2.1 | No | 277.07 | 277.07 | 5.0 | False | None | None | False | None | False | 1385.35 | 0 |
3300411 | 115054 | None | code159 | 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 up to 6Mtr from tapping point to out let via switch SR Item No. 2.2.2 | No | 390.37 | 390.37 | 15.0 | False | None | None | False | None | False | 5855.55 | 0 |
3300412 | 115054 | None | code160 | 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 up to 10Mtr from tapping point to out let via switch SR Item No. 2.2.3 | No | 571.65 | 571.65 | 60.0 | False | None | None | False | None | False | 34299.0 | 0 |
3300413 | 115054 | None | code161 | 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 3Mtr up to 6Mtr from tapping point to out let via switches SR Item No. 2.2.4 | No | 697.31 | 697.31 | 8.0 | False | None | None | False | None | False | 5578.48 | 0 |
3300414 | 115054 | None | code162 | 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 6Mts up to 10Mtr from tapping point to out let via switches SR Item No. 2.2.5 | No | 1018.67 | 1018.67 | 3.0 | False | None | None | False | None | False | 3056.01 | 0 |
3300415 | 115054 | None | code163 | 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 3-way SR Item No. 3.4.2 | No | 163.77 | 163.77 | 73.0 | False | None | None | False | None | False | 11955.21 | 0 |
3300416 | 115054 | None | code164 | 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 SR Item No. 3.4.4 | No | 226.6 | 226.6 | 23.0 | False | None | None | False | None | False | 5211.8 | 0 |
3300417 | 115054 | None | code165 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way SR Item No. 3.4.6 | No | 328.57 | 328.57 | 12.0 | False | None | None | False | None | False | 3942.84 | 0 |
3300418 | 115054 | None | code166 | 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. 3 ModuleSR Item No. 3.5.2 | No | 165.83 | 165.83 | 73.0 | False | None | None | False | None | False | 12105.59 | 0 |
3300419 | 115054 | None | code167 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 ModuleSR Item No. 3.5.4 | No | 241.02 | 241.02 | 23.0 | False | None | None | False | None | False | 5543.46 | 0 |
3300420 | 115054 | None | code168 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 ModuleSR Item No. 3.5.6 | No | 268.83 | 268.83 | 12.0 | False | None | None | False | None | False | 3225.96 | 0 |
3300421 | 115054 | None | code169 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps One way Switch | No | 105.06 | 105.06 | 175.0 | False | None | None | False | None | False | 18385.5 | 0 |
3300422 | 115054 | None | code170 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps Two way Switch | No | 170.98 | 170.98 | 4.0 | False | None | None | False | None | False | 683.92 | 0 |
3300423 | 115054 | None | code171 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket | No | 176.13 | 176.13 | 88.0 | False | None | None | False | None | False | 15499.44 | 0 |
3300424 | 115054 | None | code172 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. | No | 367.71 | 367.71 | 18.0 | False | None | None | False | None | False | 6618.78 | 0 |
3300425 | 115054 | None | code173 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16Amps one way switch | No | 185.4 | 185.4 | 8.0 | False | None | None | False | None | False | 1483.2 | 0 |
3300426 | 115054 | None | code174 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch | No | 386.25 | 386.25 | 2.0 | False | None | None | False | None | False | 772.5 | 0 |
3300427 | 115054 | None | code175 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket | No | 243.08 | 243.08 | 8.0 | False | None | None | False | None | False | 1944.64 | 0 |
3300428 | 115054 | None | code176 | Supplying and fixing of Metal Socket set of 2pole and earth plugs and socket for incorporating SP and TP MCB (Without MCB).The entire plug and socket shall be mounted in a thermoplastic I powder coated metal box & wired Completely. SP & N 20 A SR Item No. 5.45.2 | No | 899.19 | 899.19 | 1.0 | False | None | None | False | None | False | 899.19 | 0 |
3300429 | 115054 | None | code177 | Supplying and fixing of MODULAR MCB Devices(Tripper) With Breaking capacity of 6KA. 16 - 32 A SP | No | 195.7 | 195.7 | 1.0 | False | None | None | False | None | False | 195.7 | 0 |
3300430 | 115054 | None | code178 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 19/20mm dia 2mm thick | m | 67.98 | 67.98 | 850.0 | False | None | None | False | None | False | 57783.0 | 0 |
3300431 | 115054 | None | code179 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 25mm dia 2mm thick | m | 80.34 | 80.34 | 70.0 | False | None | None | False | None | False | 5623.8 | 0 |
3300432 | 115054 | None | code180 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 32mm dia 2.5mm thick | m | 106.09 | 106.09 | 20.0 | False | None | None | False | None | False | 2121.8 | 0 |
3300433 | 115054 | None | code181 | Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick | m | 70.04 | 70.04 | 440.0 | False | None | None | False | None | False | 30817.6 | 0 |
3300434 | 115054 | None | code182 | Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick | m | 81.37 | 81.37 | 287.0 | False | None | None | False | None | False | 23353.19 | 0 |
3300435 | 115054 | None | code183 | Groove Cutting in Wall Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 32mm dia 2.5mm thick | m | 101.97 | 101.97 | 15.0 | False | None | None | False | None | False | 1529.55 | 0 |
3300436 | 115054 | None | code184 | 25mm deep junction box Supplying and fixing PVC/metal conduit Deep junction box | No | 57.68 | 57.68 | 50.0 | False | None | None | False | None | False | 2884.0 | 0 |
3300437 | 115054 | None | code185 | 32 mm deep junction box Supplying and fixing PVC/metal conduit Deep junction box | No | 62.83 | 62.83 | 16.0 | False | None | None | False | None | False | 1005.28 | 0 |
3300438 | 115054 | None | code186 | Supplying And Fixing Metal Fan Box with Round Hook. | No | 120.51 | 120.51 | 18.0 | False | None | None | False | None | False | 2169.18 | 0 |
3300439 | 115054 | None | code187 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. .1.5 sqmm | m | 26.78 | 26.78 | 893.0 | False | None | None | False | None | False | 23914.54 | 0 |
3300440 | 115054 | None | code188 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 2.5 sqmm | m | 43.26 | 43.26 | 1850.0 | False | None | None | False | None | False | 80031.0 | 0 |
3300441 | 115054 | None | code189 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 4 sqmm | m | 64.89 | 64.89 | 200.0 | False | None | None | False | None | False | 12978.0 | 0 |
3300442 | 115054 | None | code190 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 6 sqmm | m | 94.76 | 94.76 | 126.0 | False | None | None | False | None | False | 11939.76 | 0 |
3300443 | 115054 | None | code191 | MCB DB Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure III - Double Door 8 Way SPN | No | 1909.62 | 1909.62 | 2.0 | False | None | None | False | None | False | 3819.24 | 0 |
3300444 | 115054 | None | code192 | 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 8 Way SPN | No | 427.45 | 427.45 | 18.0 | False | None | None | False | None | False | 7694.1 | 0 |
3300445 | 115054 | None | code193 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32Amps DP | No | 761.17 | 761.17 | 2.0 | False | None | None | False | None | False | 1522.34 | 0 |
3300446 | 115054 | None | code194 | Supplying, fixing and wiring Residential Circuit Breaker [RCCB] 240/450V up to 300mA sensitivity on existing wood/panel board 16A-25A 2 pole | No | 4405.31 | 4405.31 | 2.0 | False | None | None | False | None | False | 8810.62 | 0 |
3300447 | 115054 | None | code195 | ELECTRICAL FIXTURES Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x4'- 20/22 w | No | 710.7 | 710.7 | 60.0 | False | None | None | False | None | False | 42642.0 | 0 |
3300448 | 115054 | None | code196 | Supplying & fixing of retrofit type - LED bulb.......W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per watt, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.12 W, 6500K | No | 277.07 | 277.07 | 2.0 | False | None | None | False | None | False | 554.14 | 0 |
3300449 | 115054 | None | code197 | 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. | No | 1536.76 | 1536.76 | 8.0 | False | None | None | False | None | False | 12294.08 | 0 |
3300450 | 115054 | None | code198 | 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 | No | 3073.52 | 3073.52 | 18.0 | False | None | None | False | None | False | 55323.36 | 0 |
3300451 | 115054 | None | code199 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. | No | 176.13 | 176.13 | 18.0 | False | None | None | False | None | False | 3170.34 | 0 |
3300452 | 115054 | None | code200 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders | No | 125.66 | 125.66 | 62.0 | False | None | None | False | None | False | 7790.92 | 0 |
3300453 | 115054 | None | code201 | Electrical For Truss Open Conduit System Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 19/20 mm dia 2 mm thick SR Item No.1.1.1 | m | 71.07 | 71.07 | 100.0 | False | None | None | False | None | False | 7107.0 | 0 |
3300454 | 115054 | None | code202 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 19/20mm dia 2mm thick SR Item No.1.2.1 | m | 67.98 | 67.98 | 10.0 | False | None | None | False | None | False | 679.8 | 0 |
3300455 | 115054 | None | code203 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe …….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(2/2) 19/20mm dia 2mm thick SR Item No.1.2.1 | m | 80.34 | 80.34 | 8.0 | False | None | None | False | None | False | 642.72 | 0 |
3300456 | 115054 | None | code204 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 19/20mm dia 2mm thick SR Item No.1.2.1 1.3.1 | m | 70.04 | 70.04 | 10.0 | False | None | None | False | None | False | 700.4 | 0 |
3300457 | 115054 | None | code205 | Supplying heavy gauge PVC conduit pipe …….dia ...... mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., by groove cutting in wall and fixing by bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. 25mm dia 2mm thick SR Item No. 1.3.2 | m | 81.37 | 81.37 | 15.0 | False | None | None | False | None | False | 1220.55 | 0 |
3300458 | 115054 | None | code206 | Supplying and fixing PVC/metal conduit Deep junction box 25mm deep junction box SR Item No.1.5.2 | No | 57.68 | 57.68 | 10.0 | False | None | None | False | None | False | 576.8 | 0 |
3300459 | 115054 | None | code207 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 1.5 sqmm SR Item No. 2.3.2 | m | 26.78 | 26.78 | 200.0 | False | None | None | False | None | False | 5356.0 | 0 |
3300460 | 115054 | None | code208 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 2.5 sqmm SR Item No. 2.3.3 | m | 43.26 | 43.26 | 40.0 | False | None | None | False | None | False | 1730.4 | 0 |
3300461 | 115054 | None | code209 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest
amendments. 4 sqmm SR Item No. 2.3.4 | m | 64.89 | 64.89 | 40.01 | False | None | None | False | None | False | 2596.2489 | 0 |
3300462 | 115054 | None | code210 | ELECTRICAL FIXTURES Supplying & fixing of retrofit type - LED bulb.......W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per watt, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12 W, 6500K SR Item No. 11.11.5 | No | 277.07 | 277.07 | 10.0 | False | None | None | False | None | False | 2770.7 | 0 |
3300463 | 115054 | None | code211 | Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders SR Item No. 13.7.1 | No | 125.66 | 125.66 | 10.0 | False | None | None | False | None | False | 1256.6 | 0 |