| 4003614 | 154909 | None | Vol-1 Pg No. 10 I No. 2.7 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 14.78 | False | None | None | False | None | False | 3755.598 | 0 |
| 4003615 | 154909 | None | Vol-3 Pg No 17 I No 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 7.39 | False | None | None | False | None | False | 3825.4335 | 0 |
| 4003616 | 154909 | None | Vol-3 Pg No 26 I No 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 3.7 | False | None | None | False | None | False | 9941.715 | 0 |
| 4003617 | 154909 | None | Vol-1 Pg No. 15 I No. 2.1.3 | 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 40 mm nominal size graded crushed coarse aggregates. | Cum | 6288.45 | 6288.45 | 3.7 | False | None | None | False | None | False | 23267.265 | 0 |
| 4003618 | 154909 | None | Vol-1 Pg No 16 I No 2.3.3 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6935.25 | 6935.25 | 38.05 | False | None | None | False | None | False | 263886.2625 | 0 |
| 4003619 | 154909 | None | Vol-3 Pg No 17 I No 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 14.78 | False | None | None | False | None | False | 1319.115 | 0 |
| 4003620 | 154909 | None | Pg.No. 8 Item.No.1.14.1 Volume 1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 30.6 | False | None | None | False | None | False | 3277.26 | 0 |
| 4003621 | 154909 | None | Pg.No. 15 Item.No.2.1.3 Volume 1 | 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 40 mm nominal size graded crushed coarse aggregates | Cum | 5720.4 | 5720.4 | 4.98 | False | None | None | False | None | False | 28487.592 | 0 |
| 4003622 | 154909 | None | Pg.No. 8 Item.No.5.4 Volume 2 | 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 : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 12.24 | False | None | None | False | None | False | 82111.428 | 0 |
| 4003623 | 154909 | None | Pg.No. 17 Item.No.2.4.3 Volume 1 | Providing and laying in position 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 necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 7.59 | False | None | None | False | None | False | 50494.752 | 0 |
| 4003624 | 154909 | None | Pg.No. 13 Item.No.6.2 Volume 2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8376.9 | 8376.9 | 25.81 | False | None | None | False | None | False | 216207.789 | 0 |
| 4003625 | 154909 | None | Pg.No. 41 Item.No.8.2.2 Volume 2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 292.95 | 292.95 | 150.0 | False | None | None | False | None | False | 43942.5 | 0 |
| 4003626 | 154909 | None | Pg.No. 41 Item.No.8.1.2 Volume 2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in-charge of the work. | Sqm | 253.05 | 253.05 | 198.48 | False | None | None | False | None | False | 50225.364 | 0 |
| 4003627 | 154909 | None | Page No. 44, Item No. 8.22 volume 2 | Providing lime wash on walls with one coat with lime of approved quality to give an even shade, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 10.5 | 10.5 | 348.48 | False | None | None | False | None | False | 3659.04 | 0 |
| 4003628 | 154909 | None | Page No. 48, Item No. 8.40 Volume 2 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 120.75 | 120.75 | 348.48 | False | None | None | False | None | False | 42078.96 | 0 |
| 4003629 | 154909 | None | Page No. 60, Item No. 9.12.2, volume 2 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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 | Sqm | 1202.25 | 1202.25 | 260.0 | False | None | None | False | None | False | 312585.0 | 0 |
| 4003630 | 154909 | None | Pg.No. 84 Item.No. 11.25.2 Volume 2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 142.8 | 142.8 | 918.0 | False | None | None | False | None | False | 131090.4 | 0 |
| 4003631 | 154909 | None | Pg.No. 133 Item.No. 14.7.8 Volume 2 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers | Each | 4318.65 | 4318.65 | 6.0 | False | None | None | False | None | False | 25911.9 | 0 |
| 4003632 | 154909 | None | Pg No. 123 Item.No. 13.34 Volume 2 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 |
| 4003633 | 154909 | None | Pg No 122 Item.No. 13.31.3 Volume-2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25 mm nominal dia Pipes | Mtr | 333.9 | 333.9 | 100.0 | False | None | None | False | None | False | 33390.0 | 0 |
| 4003634 | 154909 | None | Pg.No. 60 Item.No. 9.8 Volume 2 | Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. | Kg | 147.0 | 147.0 | 5842.8 | False | None | None | False | None | False | 858891.6 | 0 |
| 4003635 | 154909 | None | Pg.No. 26 Item.No. 7.38 Volume 2 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 596.4 | 596.4 | 596.8 | False | None | None | False | None | False | 355931.52 | 0 |
| 4003636 | 154909 | None | Pg.No. 78 Item.No. 11.6.1 Volume 2 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2764.65 | 2764.65 | 61.74 | False | None | None | False | None | False | 170689.491 | 0 |
| 4003637 | 154909 | None | Pg.No. 78 Item.No. 11.7 Volume 2 | Providing and fixing ball bearing for rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Nos | 423.15 | 423.15 | 28.0 | False | None | None | False | None | False | 11848.2 | 0 |