| 1723277912000 | 0 | None | None | Buildings | Construction of compound wall and allied works to section office building at Antharasanthe | 1693010.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3744410 | 139868 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking he selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.(P-A(58),I-1.1) | Sqm | 91.0 | 91.0 | 100.0 | False | None | None | False | None | False | 9100.0 | 0 | | 3744411 | 139868 | None | code02 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. I-1.6.1 | Cum | 484.0 | 484.0 | 50.0 | False | None | None | False | None | False | 24200.0 | 0 | | 3744412 | 139868 | None | code03 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. I-1.23 | Cum | 2682.0 | 2682.0 | 10.0 | False | None | None | False | None | False | 26820.0 | 0 | | 3744413 | 139868 | None | code04 | 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)(P-A(67) I-2.1.2) Mix 1:4:8 (M5) Using 40 mm and down size graded crushed coarse aggregates | Cum | 5664.0 | 5664.0 | 15.0 | False | None | None | False | None | False | 84960.0 | 0 | | 3744414 | 139868 | None | code05 | Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6423.0 | 6423.0 | 10.0 | False | None | None | False | None | False | 64230.0 | 0 | | 3744415 | 139868 | None | code06 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Plinth beam @ 50% I-2.3.1 | Cum | 9484.5 | 9484.5 | 10.0 | False | None | None | False | None | False | 94845.0 | 0 | | 3744416 | 139868 | None | code07 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. I-9.25 | Sqm | 800.0 | 800.0 | 150.0 | False | None | None | False | None | False | 120000.0 | 0 | | 3744417 | 139868 | None | code08 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6389.0 | 6389.0 | 45.0 | False | None | None | False | None | False | 287505.0 | 0 | | 3744418 | 139868 | None | code09 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 8874.0 | 8874.0 | 30.0 | False | None | None | False | None | False | 266220.0 | 0 | | 3744419 | 139868 | None | code10 | 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. I-8.2.1 | Sqm | 295.0 | 295.0 | 300.0 | False | None | None | False | None | False | 88500.0 | 0 | | 3744420 | 139868 | None | code11 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/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(Vol-2, It No: 8.31) | Sqm | 178.0 | 178.0 | 300.0 | False | None | None | False | None | False | 53400.0 | 0 | | 3744421 | 139868 | None | code12 | KSRB 4.9.2 : Providing TMT steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps and wastage shall not be measured paid) cost of materials, labour, HOM of machinery complete as per specifications.Specification N I-2.11A | Kgs | 89.46 | 89.46 | 500.0 | False | None | None | False | None | False | 44730.0 | 0 | | 3744422 | 139868 | None | code13 | KSR B 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of labour complete as per speciification. I-1.9 | Cum | 266.0 | 266.0 | 50.0 | False | None | None | False | None | False | 13300.0 | 0 | | 3744423 | 139868 | None | code14 | Painting with synthetic enamel paint of approved brand and manu facture 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. | Sqm | 167.0 | 167.0 | 50.0 | False | None | None | False | None | False | 8350.0 | 0 | | 3744424 | 139868 | None | code15 | 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.0.63 mm thick with zinc coating not less than 275 g/ m² I-7.1.1 | Sqm | 879.0 | 879.0 | 100.0 | False | None | None | False | None | False | 87900.0 | 0 | | 3744425 | 139868 | None | code16 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Kgs | 147.0 | 147.0 | 2850.0 | False | None | None | False | None | False | 418950.0 | 0 |
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