1722333930000 | 0 | None | None | Buildings | Construction of Toilet at Rajagopalnagar Harijana Boys School in ward no. 61, Hubli | 780344.32 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3645936 | 132913 | None | 001 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar | Cum | 1080.45 | 1080.45 | 16.56 | False | None | None | False | None | False | 17892.252 | 0 | 3645937 | 132913 | None | 002 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge | Cum | 2547.3 | 2547.3 | 1.26 | False | None | None | False | None | False | 3209.598 | 0 | 3645938 | 132913 | None | 003 | 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 | 10.48 | False | None | None | False | None | False | 2662.968 | 0 | 3645939 | 132913 | None | 004 | 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 | Cum | 497.7 | 497.7 | 16.2 | False | None | None | False | None | False | 8062.74 | 0 | 3645940 | 132913 | None | 005 | 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 | 1.48 | False | None | None | False | None | False | 9306.906 | 0 | 3645941 | 132913 | None | 006 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 12.29 | False | None | None | False | None | False | 81595.1535 | 0 | 3645942 | 132913 | None | 007 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding 1. Foundation upto Plinth a. Isolated | Cum | 531.13 | 531.13 | 1.2 | False | None | None | False | None | False | 637.356 | 0 | 3645943 | 132913 | None | 008 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding 2. Plinth Beams of Buildings | Cum | 3319.58 | 3319.58 | 3.24 | False | None | None | False | None | False | 10755.4392 | 0 | 3645944 | 132913 | None | 009 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding 9. RCC Columns / Shaft (Slip Centering) | Cum | 4647.41 | 4647.41 | 2.45 | False | None | None | False | None | False | 11386.1545 | 0 | 3645945 | 132913 | None | 010 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding 15. RCC Roof Slabs | Cum | 3319.58 | 3319.58 | 5.4 | False | None | None | False | None | False | 17925.732 | 0 | 3645946 | 132913 | None | 011 | 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 a. Buildings | MT | 93929.85 | 93929.85 | 1.23 | False | None | None | False | None | False | 115533.7155 | 0 | 3645947 | 132913 | None | 012 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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 | Sqm | 1375.5 | 1375.5 | 113.4 | False | None | None | False | None | False | 155981.7 | 0 | 3645948 | 132913 | None | 013 | 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 500x500 mm | Sqm | 1136.1 | 1136.1 | 84.0 | False | None | None | False | None | False | 95432.4 | 0 | 3645949 | 132913 | None | 014 | 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. | Sqm | 309.75 | 309.75 | 216.0 | False | None | None | False | None | False | 66906.0 | 0 | 3645950 | 132913 | None | 015 | 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 | Kgs | 176.4 | 176.4 | 22.68 | False | None | None | False | None | False | 4000.752 | 0 | 3645951 | 132913 | None | 016 | 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 complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4562.25 | 4562.25 | 1.08 | False | None | None | False | None | False | 4927.23 | 0 | 3645952 | 132913 | None | 017 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 4701.9 | 4701.9 | 12.6 | False | None | None | False | None | False | 59243.94 | 0 | 3645953 | 132913 | None | 018 | 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: | Each | 5128.2 | 5128.2 | 4.0 | False | None | None | False | None | False | 20512.8 | 0 | 3645954 | 132913 | None | 019 | 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. | l | 9.45 | 9.45 | 500.0 | False | None | None | False | None | False | 4725.0 | 0 | 3645955 | 132913 | None | 020 | 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. Internal work - Exposed on wall | Mtr | 254.1 | 254.1 | 60.0 | False | None | None | False | None | False | 15246.0 | 0 | 3645956 | 132913 | None | 021 | Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a Economy | Nos | 1172.85 | 1172.85 | 6.0 | False | None | None | False | None | False | 7037.1 | 0 | 3645957 | 132913 | None | 022 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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. | Sqm | 297.15 | 297.15 | 216.0 | False | None | None | False | None | False | 64184.4 | 0 | 3645958 | 132913 | None | 023 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two coats) including a coat of approved steel primer but excluding a coat of mordant solution including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 137.55 | 137.55 | 12.6 | False | None | None | False | None | False | 1733.13 | 0 | 3645959 | 132913 | None | 024 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 16.2 | False | None | None | False | None | False | 1445.85 | 0 |
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