| 1727521224000 | 0 | None | None | Buildings | CONSTRUCTION OF OFFICE/GODOWN BUILDING OF SHREE MAHALAKXMI PRIMERY AGREECULTURE COLLABRATIVE ASSOCIATION NI RAMPUR IN CHIKKODI TALUKA | 1693348.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4101330 | 159793 | None | code01 | Earth work in surface excavation by mechanical means for lowering & levelingthe ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumpsand other deleterious matter including dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth forreuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth Complete as per direction of Engineer in charge. | Sqm | 99.75 | 99.75 | 84.5 | False | None | None | False | None | False | 8428.875 | 0 | | 4101331 | 159793 | None | code02 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m Complete as per direction of Engineer in charge. | Cum | 107.1 | 107.1 | 42.55 | False | None | None | False | None | False | 4557.105 | 0 | | 4101332 | 159793 | None | code03 | 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge. | Cum | 6288.45 | 6288.45 | 5.48 | False | None | None | False | None | False | 34460.706 | 0 | | 4101333 | 159793 | None | code04 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge. | Cum | 6652.8 | 6652.8 | 6.91 | False | None | None | False | None | False | 45970.848 | 0 | | 4101334 | 159793 | None | code05 | Formwork & Centring Charges @ 8%. Complete as per direction of Engineer in charge. | Cum | 532.22 | 532.22 | 6.91 | False | None | None | False | None | False | 3677.6402 | 0 | | 4101335 | 159793 | None | code06 | 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 Complete as per direction of Engineer in charge. | Cum | 6652.8 | 6652.8 | 4.06 | False | None | None | False | None | False | 27010.368 | 0 | | 4101336 | 159793 | None | code07 | Formwork & Centring Charges @70% Complete as per direction of Engineer in charge. | Cum | 4656.96 | 4656.96 | 0.99 | False | None | None | False | None | False | 4610.3904 | 0 | | 4101337 | 159793 | None | code08 | Formwork & Centring Charges @50% Complete as per direction of Engineer in charge. | Cum | 3326.4 | 3326.4 | 3.07 | False | None | None | False | None | False | 10212.048 | 0 | | 4101338 | 159793 | None | code09 | 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 Complete as per direction of Engineer in charge. | Cum | 7185.15 | 7185.15 | 10.0 | False | None | None | False | None | False | 71851.5 | 0 | | 4101339 | 159793 | None | code10 | Formwork & Centring Charges @70% Complete as per direction of Engineer in charge. | Cum | 5029.6 | 5029.6 | 3.77 | False | None | None | False | None | False | 18961.592 | 0 | | 4101340 | 159793 | None | code11 | Formwork & Centring Charges @60% Complete as per direction of Engineer in charge. | Cum | 4311.09 | 4311.09 | 6.23 | False | None | None | False | None | False | 26858.0907 | 0 | | 4101341 | 159793 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge. | Cum | 7185.15 | 7185.15 | 0.95 | False | None | None | False | None | False | 6825.8925 | 0 | | 4101342 | 159793 | None | code13 | Formwork & Centring Charges @45% Complete as per direction of Engineer in charge. | Cum | 3233.31 | 3233.31 | 0.95 | False | None | None | False | None | False | 3071.6445 | 0 | | 4101343 | 159793 | None | code14 | 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 Complete as per direction of Engineer in charge. | Cum | 7185.15 | 7185.15 | 11.48 | False | None | None | False | None | False | 82485.522 | 0 | | 4101344 | 159793 | None | code15 | Formwork & Centring Charges @50% Complete as per direction of Engineer in charge. | Cum | 3592.57 | 3592.57 | 11.48 | False | None | None | False | None | False | 41242.7036 | 0 | | 4101345 | 159793 | None | code16 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Complete as per direction of Engineer in charge. | Cum | 6948.9 | 6948.9 | 11.91 | False | None | None | False | None | False | 82761.399 | 0 | | 4101346 | 159793 | None | code17 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (1 cement : 6 coarse sand) Complete as per direction of Engineer in charge. | Cum | 6515.25 | 6515.25 | 6.54 | False | None | None | False | None | False | 42609.735 | 0 | | 4101347 | 159793 | None | code18 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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. Complete as per direction of Engineer in charge. | Cum | 8367.45 | 8367.45 | 30.28 | False | None | None | False | None | False | 253366.386 | 0 | | 4101348 | 159793 | None | code19 | 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. Complete as per direction of Engineer in charge. | Tonne | 93929.85 | 93929.85 | 3.02 | False | None | None | False | None | False | 283668.147 | 0 | | 4101349 | 159793 | None | code20 | Filling available excavated 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, lead up to 50 m and lift upto 1.5 m.Complete as per direction of Engineer in charge. | Cum | 279.3 | 279.3 | 63.56 | False | None | None | False | None | False | 17752.308 | 0 | | 4101350 | 159793 | None | code21 | 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 fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately)Complete as per direction of Engineer in charge. | Cum | 6527.85 | 6527.85 | 7.64 | False | None | None | False | None | False | 49872.774 | 0 | | 4101351 | 159793 | None | code22 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 4 fne sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-in-charge. Complete as per direction of Engineer in charge. | Sqm | 292.95 | 292.95 | 180.57 | False | None | None | False | None | False | 52897.9815 | 0 | | 4101352 | 159793 | None | code23 | 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) fnished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fne sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 107.77 | False | None | None | False | None | False | 41981.8035 | 0 | | 4101353 | 159793 | None | code24 | 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. | Sqm | 105.0 | 105.0 | 180.57 | False | None | None | False | None | False | 18959.85 | 0 | | 4101354 | 159793 | None | code25 | Providing and laying Polished Glazed Vitrifed tiles in floor with different sizes (thickness to be specifed by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modifed quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x1200 mm Complete as per direction of Engineer in charge. | Sqm | 2089.5 | 2089.5 | 70.62 | False | None | None | False | None | False | 147560.49 | 0 | | 4101355 | 159793 | None | code26 | Providing and fxing glazed screen printed border tile 75mm wide having thickness 5mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg/m2 including pointing with white cement mixed with pigment of matching shade, all complete as approved by Engineer - in - Charge. | m | 142.8 | 142.8 | 29.54 | False | None | None | False | None | False | 4218.312 | 0 | | 4101356 | 159793 | None | code27 | 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.. | Sqm | 2994.6 | 2994.6 | 19.38 | False | None | None | False | None | False | 58035.348 | 0 | | 4101357 | 159793 | None | code28 | Providing and fxing 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 openings / wooden frames with rawl plugs screws etc. | Kg | 176.4 | 176.4 | 181.44 | False | None | None | False | None | False | 32006.016 | 0 | | 4101358 | 159793 | None | code29 | 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. Wallthickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of Complete as per direction of Engineer in charge. | Sqm | 7070.7 | 7070.7 | 8.64 | False | None | None | False | None | False | 61090.848 | 0 | | 4101359 | 159793 | None | code30 | Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged Complete as per direction of Engineer in charge. | Kg | 593.25 | 593.25 | 86.24 | False | None | None | False | None | False | 51161.88 | 0 | | 4101360 | 159793 | None | code31 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 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 debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifcations Complete as per direction of Engineer in charge. | Nos | 1066.8 | 1066.8 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | | 4101361 | 159793 | None | code32 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 specifcations and as per directions of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 180.57 | False | None | None | False | None | False | 25974.9945 | 0 | | 4101362 | 159793 | None | code33 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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 specifcations and as per directions of Engineer-in-charge | Sqm | 297.15 | 297.15 | 107.77 | False | None | None | False | None | False | 32023.8555 | 0 | | 4101363 | 159793 | None | code34 | 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 | 16.68 | False | None | None | False | None | False | 46114.362 | 0 |
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