| 1709184218000 | 1 | None | None | Bridge cum Barrages | CONSTRUCTION OF BRIDGE-CUM-BARRAGE ACROSS LOCAL NALA NEAR MAYUR VILLAGE IN JEWARGI TALUKA OF KALABURAGI DISTRICT | 79988949.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2852188 | 92562 | None | Code01 | BCB: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness in area of light jungle with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 4.13 | 4.13 | 51000.0 | False | None | None | False | None | False | 210630.0 | 0 | | 2852189 | 92562 | None | Code02 | Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 26.78 | 26.78 | 550.0 | False | None | None | False | None | False | 14729.0 | 0 | | 2852190 | 92562 | None | Code03 | Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 53.03 | 53.03 | 920.0 | False | None | None | False | None | False | 48787.6 | 0 | | 2852191 | 92562 | None | Code04 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 71.4 | 71.4 | 1600.0 | False | None | None | False | None | False | 114240.0 | 0 | | 2852192 | 92562 | None | Code05 | Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour, tamping, plugging leakage points and all other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 506.1 | 506.1 | 108.0 | False | None | None | False | None | False | 54658.8 | 0 | | 2852193 | 92562 | None | Code06 | Earth work excavation for Foundation by mechanical means in all kinds of soil up to 3.00 m depth 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 111.45 | 111.45 | 54903.05 | False | None | None | False | None | False | 6118944.9225 | 0 | | 2852194 | 92562 | None | Code07 | Earth work excavation for Foundation by mechanical means in In ordinary/soft rock without blasting beyond 1.5 and up to 3.00 m depth 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 473.37 | 473.37 | 1363.0 | False | None | None | False | None | False | 645203.31 | 0 | | 2852195 | 92562 | None | Code08 | Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete/ masonry of over flow/ non-over flow blocks and other appurtenant works including cost of drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all materials, labour, machinery with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Each | 1440.5 | 1440.5 | 144.0 | False | None | None | False | None | False | 207432.0 | 0 | | 2852196 | 92562 | None | Code09 | Providing and laying in position cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Foundation works. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6652.8 | 6652.8 | 5189.41 | False | None | None | False | None | False | 34524106.848 | 0 | | 2852197 | 92562 | None | Code10 | Providing centering, shuttering, formwork, scaffolding, with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 199.58 | 199.58 | 5189.41 | False | None | None | False | None | False | 1035702.4478 | 0 | | 2852198 | 92562 | None | Code11 | Providing and laying in position cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6652.8 | 6652.8 | 1392.89 | False | None | None | False | None | False | 9266618.592 | 0 | | 2852199 | 92562 | None | Code12 | Providing centering, shuttering, formwork, scaffolding, with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 665.28 | 665.28 | 1392.89 | False | None | None | False | None | False | 926661.8592 | 0 | | 2852200 | 92562 | None | Code13 | Providing and laying in position cement concrete M25 design mix using 20 mm nominal size graded crushed coarse aggregates 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 7185.15 | 7185.15 | 363.09 | False | None | None | False | None | False | 2608856.1135 | 0 | | 2852201 | 92562 | None | Code14 | Providing centering, shuttering, formwork, scaffolding, with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 1437.03 | 1437.03 | 196.35 | False | None | None | False | None | False | 282160.8405 | 0 | | 2852202 | 92562 | None | Code15 | Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c/c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Mtr | 2651.25 | 2651.25 | 88.0 | False | None | None | False | None | False | 233310.0 | 0 | | 2852203 | 92562 | None | Code16 | Supplying, fitting and placing TMT FE550/ 550D steel reinforcement for foundation of bridges including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/ welding joints, tying with binding wire/ soft annealed steel wire and other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 90516.3 | 90516.3 | 82.17 | False | None | None | False | None | False | 7437724.371 | 0 | | 2852204 | 92562 | None | Code17 | Providing rubble/ boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 2317.35 | 2317.35 | 977.65 | False | None | None | False | None | False | 2265557.2275 | 0 | | 2852205 | 92562 | None | Code18 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete/ masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1:4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Mtr | 353.85 | 353.85 | 630.0 | False | None | None | False | None | False | 222925.5 | 0 | | 2852206 | 92562 | None | Code19 | Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails etc., with all accessories for vertical lift barrage gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc., complete as per specifications and approved drawings including packaging/ forwarding charges for other components/ materials with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 283395.0 | 283395.0 | 6.07 | False | None | None | False | None | False | 1720207.65 | 0 | | 2852207 | 92562 | None | Code20 | Design, fabrication, supply, erection, testing and commissioning of sliding type interchangeable stoplog gate elements consisting of skin plate, stiffeners, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, guide shoes, rubber seals with all accessories for canal regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 169050.0 | 169050.0 | 20.4 | False | None | None | False | None | False | 3448620.0 | 0 | | 2852208 | 92562 | None | Code21 | 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 497.7 | 497.7 | 10931.13 | False | None | None | False | None | False | 5440423.401 | 0 | | 2852209 | 92562 | None | Code22 | Providing and constructing 300 mm thick rubble stone pitching set in CM 1:5 proportion by volume with pin headers at 2 per m2 including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing and all other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 1000.65 | 1000.65 | 1100.0 | False | None | None | False | None | False | 1100715.0 | 0 | | 2852210 | 92562 | None | Code23 | Approach Road: Earth work excavation for Foundation by mechanical means in AKS up to 3.00 m depth 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 107.1 | 107.1 | 1732.5 | False | None | None | False | None | False | 185550.75 | 0 | | 2852211 | 92562 | None | Code24 | 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 497.7 | 497.7 | 787.5 | False | None | None | False | None | False | 391938.75 | 0 | | 2852212 | 92562 | None | Code25 | CD Work: Earth work excavation for Foundation by mechanical means in In ordinary/soft rock without blasting up to 1.5 m depth 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 381.15 | 381.15 | 51.75 | False | None | None | False | None | False | 19724.5125 | 0 | | 2852213 | 92562 | None | Code26 | Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d/s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6566.7 | 6566.7 | 84.38 | False | None | None | False | None | False | 554098.146 | 0 | | 2852214 | 92562 | None | Code27 | Providing and laying 1000 mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Mtr | 8355.9 | 8355.9 | 15.0 | False | None | None | False | None | False | 125338.5 | 0 | | 2852215 | 92562 | None | Code28 | Store Room: Earth work excavation by manual means in all kinds of soils Depth upto 1.5 m for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such similar 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 appurtenances required with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 254.1 | 254.1 | 43.54 | False | None | None | False | None | False | 11063.514 | 0 | | 2852216 | 92562 | None | Code29 | Providing and laying in position cement concrete mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 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 and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6288.45 | 6288.45 | 11.49 | False | None | None | False | None | False | 72254.2905 | 0 | | 2852217 | 92562 | None | Code30 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 454.65 | 454.65 | 23.97 | False | None | None | False | None | False | 10897.9605 | 0 | | 2852218 | 92562 | None | Code31 | Providing random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 5891.55 | 5891.55 | 24.08 | False | None | None | False | None | False | 141868.524 | 0 | | 2852219 | 92562 | None | Code32 | Providing and laying in position cement concrete M20 design mix using 20 mm nominal size graded crushed coarse aggregates for all foundation works. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6601.35 | 6601.35 | 4.05 | False | None | None | False | None | False | 26735.4675 | 0 | | 2852220 | 92562 | None | Code33 | Providing centering, shuttering, formwork, scaffolding, etc for footing @ 3% with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 198.04 | 198.04 | 4.05 | False | None | None | False | None | False | 802.062 | 0 | | 2852221 | 92562 | None | Code34 | 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 8376.9 | 8376.9 | 11.07 | False | None | None | False | None | False | 92732.283 | 0 | | 2852222 | 92562 | None | Code35 | Providing and laying in position cement concrete M20 design mix using 20 mm nominal size graded crushed coarse aggregates 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 6961.5 | 6961.5 | 12.35 | False | None | None | False | None | False | 85974.525 | 0 | | 2852223 | 92562 | None | Code36 | Providing centering, shuttering, formwork, scaffolding, etc for column @ 70% with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 4873.05 | 4873.05 | 2.05 | False | None | None | False | None | False | 9989.7525 | 0 | | 2852224 | 92562 | None | Code37 | Providing centering, shuttering, formwork, scaffolding, etc for beam & lintel @ 60% with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 4176.9 | 4176.9 | 4.69 | False | None | None | False | None | False | 19589.661 | 0 | | 2852225 | 92562 | None | Code38 | Providing centering, shuttering, formwork, scaffolding, etc for slab @ 50% with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 3480.75 | 3480.75 | 5.39 | False | None | None | False | None | False | 18761.2425 | 0 | | 2852226 | 92562 | None | Code39 | Providing centering, shuttering, formwork, scaffolding, etc for chajja @ 45% with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Cum | 3132.68 | 3132.68 | 0.22 | False | None | None | False | None | False | 689.1896 | 0 | | 2852227 | 92562 | None | Code40 | 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 2764.65 | 2764.65 | 4.2 | False | None | None | False | None | False | 11611.53 | 0 | | 2852228 | 92562 | None | Code41 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 4562.25 | 4562.25 | 7.56 | False | None | None | False | None | False | 34490.61 | 0 | | 2852229 | 92562 | None | Code42 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 145.95 | 145.95 | 16.16 | False | None | None | False | None | False | 2358.552 | 0 | | 2852230 | 92562 | None | Code43 | Supplying, fitting and placing TMT FE550/ 550D steel reinforcement for buildings including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/ welding joints, tying with binding wire/ soft annealed steel wire and other ancillary operations with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Tonne | 93929.85 | 93929.85 | 1.51 | False | None | None | False | None | False | 141834.0735 | 0 | | 2852231 | 92562 | None | Code44 | 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 with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 309.75 | 309.75 | 175.68 | False | None | None | False | None | False | 54416.88 | 0 | | 2852232 | 92562 | None | Code45 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab including cost of materials, labour, curing, polishing with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 1622.25 | 1622.25 | 26.64 | False | None | None | False | None | False | 43216.74 | 0 | | 2852233 | 92562 | None | Code46 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour with all lead and lift, etc. complete and as per the direction of the Engineer-in-Charge of the work. ---- etc., complete with all lead and lifts as per direction of Engineer-in-Charge. | Sqm | 27.3 | 27.3 | 175.68 | False | None | None | False | None | False | 4796.064 | 0 |
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