tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1725012613000 | 0 | None | None | Buildings | CONSTRUCTION OF ADDITIONAL BARRACKS FOR 100 PRISONERS IN EXISTING DISTRICT PRISON AT TUMKUR DISTRICT CIVIL | 39422601.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3886490 | 149340 | None | CSR 2022 Vol-1, It. No.1.12 Pg No.8 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavatedearth 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 appurtenances required to complete the work. | Cum | 101.92 | 101.92 | 1575.0 | False | None | None | False | None | False | 160524.0 | 0 | 3886491 | 149340 | None | CSR 2022 Vol-1, It. No.1.14.1 Pg No.8 | Earth work excavation for Foundation by mechanical means for allworks & 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 theexcavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usageof machinery & other appurtenaces required to complete the work | Cum | 106.4 | 106.4 | 473.0 | False | None | None | False | None | False | 50327.2 | 0 | 3886492 | 149340 | None | CSR 2022 Vol-2, It. No.4.1 Pg No.5 | Providing and injecting chemical emulsion for Pre-constructionalAnti-Termite Treatment, creating continuous chemical barrier underand around the column pits, walls, trenches, basement excavation,top surface of the plinth filling, junction of wall and floor, along theexternal perimeter of building, expansion joints, over the top surface ofconsolidated earth on which apron is to be laid, surrounding of pipesand conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @3.19 l/m2 including cost of chemical, diluting in water to one percentconcentration, labour, usage charges of machinery, complete as perspecifications. | Sqm | 132.16 | 132.16 | 1613.0 | False | None | None | False | None | False | 213174.08 | 0 | 3886493 | 149340 | None | CSR 2022 Vol-1, It. No.2.1.2 Pg No.15 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 6343.68 | 6343.68 | 330.0 | False | None | None | False | None | False | 2093414.4 | 0 | 3886494 | 149340 | None | CSR 2022 Vol-II, It. No.5.4 Pg No.9 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 7412.16 | 7412.16 | 133.0 | False | None | None | False | None | False | 985817.28 | 0 | 3886495 | 149340 | None | CSR 2022 Vol-I, It. No.2.2.2.1 Pg No.15 | For Footing M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Providing and laying in position Reinforced cement concrete for allFoundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing 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 appurtenancesrequired to complete the work as per technical specifications. (The costof steel reinforcement to be paid separately) FOOTING | Cum | 7838.21 | 7838.21 | 183.0 | False | None | None | False | None | False | 1434392.43 | 0 | 3886496 | 149340 | None | CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 | For Columns M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Providing and laying in position Reinforced cement concrete for allFoundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing 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 appurtenancesrequired to complete the work as per technical specifications. (The costof steel reinforcement to be paid separately) for COLUMNS | Cum | 13029.07 | 13029.07 | 74.12 | False | None | None | False | None | False | 965714.6684 | 0 | 3886497 | 149340 | None | CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 | For Roof Slab M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Providing and laying in position Reinforced cement concrete for allFoundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing 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 appurtenancesrequired to complete the work as per technical specifications. (The costof steel reinforcement to be paid separately) | Cum | 12262.66 | 12262.66 | 82.0 | False | None | None | False | None | False | 1005538.12 | 0 | 3886498 | 149340 | None | CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 | For Roof slab and terrace:Providing and Applying PU based Elastomeric Liquid Applied PUWaterproofing Membrane single component, cold applied, waterbased acrylic PU dispersion with highly elastic and UV resistant waterproofing treatment to the Existing Roof surface/Chajjas/Sunken portionof WC:Bathroom applied @ 1.2L/per m2,having tensile strength greaterthan 1.5N/mm2, elongation greater than 300% with solid content notless than 60% in 2 coats including surface preparation, priming thesurface with water based acrylic primer @0.1 L/m2, and spreading 60gsm geotextile between two top coats completely as per specification.The finished cost to include surface preparation, making coving atJunction, Bore Packing, treatment of construction joints completely asper specification & with a 10 years warranty on product & work fromcertified manufacturers as per the direction of the Engineer In charge. | Sqm | 915.04 | 915.04 | 1453.0 | False | None | None | False | None | False | 1329553.12 | 0 | 3886499 | 149340 | None | CSR 2022 Vol-I, It. No.1.9 Pg No.7 | KSRB 2.3 : Filling available excavated Earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cm in depth , compacting each deposited layers by ramming after watering with lead upto 50 m & lift upto 1.5 m including cost of all labour complete as per specifications. | Cum | 179.2 | 179.2 | 1915.0 | False | None | None | False | None | False | 343168.0 | 0 | 3886500 | 149340 | None | 7 2.12 as per CSR-2018-19 | Earthwork excavation ( in deposited soil ) and filling sides of foundation upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per pecifications. | Cum | 334.88 | 334.88 | 830.0 | False | None | None | False | None | False | 277950.4 | 0 | 3886501 | 149340 | None | CSR 2022 Vol-II, It. No.6.32 Pg No.17 | Providing and constructing load bearing wall with Solid Concrete blocksof size 400x200x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (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 | 1467.2 | 1467.2 | 1606.0 | False | None | None | False | None | False | 2356323.2 | 0 | 3886502 | 149340 | None | CSR 2022 Vol-II, It. No.6.34 Pg No.17 | Providing and constructing load bearing wall with Solid Concrete blocksof size 400x100x200mm having block density more than 1800kg/m3and minimum compressive strength of 4.00 N/mm2 conforming to IS2185 (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 | 1236.48 | 1236.48 | 70.0 | False | None | None | False | None | False | 86553.6 | 0 | 3886503 | 149340 | None | CSR 2022 Vol-I, It. No.2.1.4 Pg No.15 | Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregatesUsing mm nominal size graded crushed coarse aggregatesProviding and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of ball materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement shall be paid separately)20 Coping and cill concrete | Cum | 7664.16 | 7664.16 | 13.0 | False | None | None | False | None | False | 99634.08 | 0 | 3886504 | 149340 | None | CSR 2022 Vol-I, It. No.2.5.2 Pg No.17 | Providing & laying in position reinforced cement concrete of mix (M25) with OPC cement @ 24kgs, with12 mm and down size graded granitemetal, machine mixed, well compacted for plain chejja of 7.5 cms.average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specifications. Specification no. FOR LINTEL | Cum | 12262.66 | 12262.66 | 18.44 | False | None | None | False | None | False | 226123.4504 | 0 | 3886505 | 149340 | None | CSR 2022 Vol-II, It. No.2.4.1 Pg No.16 | 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. FOR ROOF BEAMS
| Cum | 12262.66 | 12262.66 | 177.33 | False | None | None | False | None | False | 2174537.4978 | 0 | 3886506 | 149340 | None | 2.5.2vol-1 Cptr-2 pno 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate for Lintels, Beams & Staircase FOR STAIR CASE | Cum | 11496.24 | 11496.24 | 12.01 | False | None | None | False | None | False | 138069.8424 | 0 | 3886507 | 149340 | None | 2.5.2vol-1 Cptr-2 pno 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate for Chajja | Cum | 11113.03 | 11113.03 | 11.0 | False | None | None | False | None | False | 122243.33 | 0 | 3886508 | 149340 | None | 154.21(SR 2018-19) | Extra for providing throating or drip moulding to R.C.C. chajja with plastering (labour charges only) With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work. | Cum | 33.0 | 33.0 | 422.0 | False | None | None | False | None | False | 13926.0 | 0 | 3886509 | 149340 | None | 2.5.2vol-1 Cptr-2 pno 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement,to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate for Roof slab & walls | Cum | 11496.24 | 11496.24 | 512.0 | False | None | None | False | None | False | 5886074.88 | 0 | 3886510 | 149340 | None | 2.5.1vol-1 Cptr-2 pno 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement,to be paid separately) For Screed Concrete over roof. | Cum | 7425.6 | 7425.6 | 115.03 | False | None | None | False | None | False | 854166.768 | 0 | 3886511 | 149340 | None | Vol-3,pg-153,I-2 | Vaccum de-watering with vaccum pump and suction mat and compaction with skin floater clubbed with floating disc including cost of generator, HOM of machinery, Screed Vibratory, Power Floater, blade and disc etc., with all lead and lift. For Ground Floor | Sqm | 179.2 | 179.2 | 1453.0 | False | None | None | False | None | False | 260377.6 | 0 | 3886512 | 149340 | None | Old SR 2018-19, Pg.174,I-22.80. | Providing groove cutting for width of 5mm to 10mm and depth 80mm-100mm including cost of cutting machine, generator & HOM of machinery, including cost of blade,coolant etc., including cleaning of groove & providing sand and hot bitumen fillars, and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications for concrete pavement. For Ground Floor | Rmtr | 112.0 | 112.0 | 760.0 | False | None | None | False | None | False | 85120.0 | 0 | 3886513 | 149340 | None | 8.9vol-2pno 42 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry 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 | 431.2 | 431.2 | 1263.0 | False | None | None | False | None | False | 544605.6 | 0 | 3886514 | 149340 | None | 8.6.1vol-2pno 42 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry 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.(inside) | Sqm | 361.76 | 361.76 | 1822.0 | False | None | None | False | None | False | 659126.72 | 0 | 3886515 | 149340 | None | 8..6.1vol-2pno 41 | Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry 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.(ceiling) | Sqm | 361.76 | 361.76 | 1423.0 | False | None | None | False | None | False | 514784.48 | 0 | 3886516 | 149340 | None | 8.7vol-2pno 42 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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.rough plastering Rough plastering | Sqm | 409.92 | 409.92 | 502.0 | False | None | None | False | None | False | 205779.84 | 0 | 3886517 | 149340 | None | 9.24vol-2 pno 63 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | Sqm | 3194.24 | 3194.24 | 128.0 | False | None | None | False | None | False | 408862.72 | 0 | 3886518 | 149340 | None | vol-2,p-609.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 995.68 | 995.68 | 119.5 | False | None | None | False | None | False | 118983.76 | 0 | 3886519 | 149340 | None | 9.7.2vol-2 Cptr-9pno 60 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile | Sqm | 1411.2 | 1411.2 | 502.0 | False | None | None | False | None | False | 708422.4 | 0 | 3886520 | 149340 | None | 11.2vol-2 pno 77 | 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 openings / wooden frames with rawl plugs screws etc. | Kgs | 126.56 | 126.56 | 18825.8 | False | None | None | False | None | False | 2382593.248 | 0 | 3886521 | 149340 | None | 11.28vol-2 pno 85 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work., etc., complete as per specifications. (I-7.38) | Kg | 632.0 | 632.0 | 30.0 | False | None | None | False | None | False | 18960.0 | 0 | 3886522 | 149340 | None | 11.26.3vol-2 p.n.84 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge. | Sqm | 204.96 | 204.96 | 16.0 | False | None | None | False | None | False | 3279.36 | 0 | 3886523 | 149340 | None | As per SR 2018-19,Pg.20,I-4.54 | Providing RCC loft (atta) 7.5cms thick with cement concrete design mix M20 using clean granite or trap jelly of 20mm and down size with necessary reinforcements at 20cms centre to centre as per design including form work, centring, curing, etc., complete (exclusive of cost of steel and fabrication charges). For Ground Floor | Sqm | 357.0 | 357.0 | 108.0 | False | None | None | False | None | False | 38556.0 | 0 | 3886524 | 149340 | None | As per SR 2018-19,Pg.64,I-9.98 | Providing and fixing pre fabricated non-monolithic R.C.C. Door Frames factory manufactured in separate parts and assembled at bolt nuts system with mechanical table vibrating as per IS 6523-1983 with using M25 concrete as per IS 456 with a cross section of 60 mm x 100 mm reinforced with 1.70 kg of MT steel reinforced with 3 Nos. of 6 mm dia Main TMT bars and 6 mm Dia TMT stirrups welded at 40 cm c/c in triangle shape per meter length of door frames, including cost of steel and fabrication charges having 3/4 No. Stainless Steel hinges plate attachment made of 165 mm x 25 mm x 2.5 mm Stainless Steel Flat welded with required iron rods and flats with drilling for fixing flat CSK Head Machine screws and nut made out of 304 grade stainless steel screws, nut and MS square nut of size 8 x 8 square and length 10 mm and making necessary provision in concrete for fixing aldrops, tower bolts and hold fasts etc., complete including two coats of oil based enamel primer providing without cill for shutter thickness upto 30 mm, 21 days tank immersed curing including cost of labour, materials, HOM etc., complete excluding the cost of door fixtures as per the direction of Engineer. | m | 763.0 | 763.0 | 93.0 | False | None | None | False | None | False | 70959.0 | 0 | 3886525 | 149340 | None | As per SR 2018-19,I-38.66,Pg-318 | Engineered wood plastic composite door frames with cross section of 75 x 125 mm providing and fixing engineerted wood door frame of requires size ctured using infill solid core with coir and wood particle blended with high quality polymer encased with 28mm thick wooden styles and rails all round the boundary of the shutter and veneer laminated with non oven coir felt impregnated ith high temprature cure phenol formaldehyde resin of density 800kg/cum with high quality adhesive processed. For Ground Floor | Rmtr | 1083.0 | 1083.0 | 20.0 | False | None | None | False | None | False | 21660.0 | 0 | 3886526 | 149340 | None | VOL-2,I-12.51,pg.103 | Fixing of door frame in an existing opening including embeeding 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 debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. For Ground Floor | Nos | 1137.92 | 1137.92 | 40.0 | False | None | None | False | None | False | 45516.8 | 0 | 3886527 | 149340 | None | As per SR 2018-19,I-63,Pg.9.93 | Providing and fixing factory made single leaft rigid GRP Sandwich composite door shutter of 32mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized Isopthalic Gelcoat and on layer of 45 gsm E-Glass Chopped strand Mat (CSM), impregnated with orthopthalic polyster resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 29mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not less than 28mmx32mm and also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc, shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the Salwood reinforcement and the skins. The material and process for manufacturing the door shutters shall confirm to RV/TIFAC Composites Design centre Standards and specifications and the door shutters tested in confiramation to IS 4020-1994. The finish of shutter will be plain colour White/Ivory/Beige/Light Grey or any other colour using high quality pigments. Exclusing cost of fixtures and inclusive of supply of shutters to respective work spot. For Ground Floor | Sqm | 2500.0 | 2500.0 | 26.0 | False | None | None | False | None | False | 65000.0 | 0 | 3886528 | 149340 | None | 12.57.5vol-2 pno 104 | Providing and fixing flush door shutter made out of solid core black board type, well seasoned chemically treated hard wood battens and internal frame with minimum 45 mm wide wooden frame all-round door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door using liquid phenol formaldehyde resin as per IS specification 2202 (Part-I) 1991. From manufacturer (Factory) complete as per specification. 30mm thick both side teak. For Ground Floor | Sqm | 4344.48 | 4344.48 | 9.0 | False | None | None | False | None | False | 39100.32 | 0 | 3886529 | 149340 | None | 12.89vol-2 pno 110 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimumTiO2(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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible | Sqm | 7337.12 | 7337.12 | 14.0 | False | None | None | False | None | False | 102719.68 | 0 | 3886530 | 149340 | None | 21.4vol-2 pno 213 | Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding | Sqm | 52.64 | 52.64 | 1263.0 | False | None | None | False | None | False | 66484.32 | 0 | 3886531 | 149340 | None | 12815.106(SR 2018-19) | Providing applying two coats of wall putty to inside plastered walls and ceiling using white cement putty. Scrapping and levelling the surface using steel blade and preparing the surface even and smooth by using different grade sand papers, With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work. Area to be considered | Sqm | 65.0 | 65.0 | 3245.0 | False | None | None | False | None | False | 210925.0 | 0 | 3886532 | 149340 | None | 8.63vol-2 pno 51 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work | Sqm | 91.84 | 91.84 | 3245.0 | False | None | None | False | None | False | 298020.8 | 0 | 3886533 | 149340 | None | 2.11vol 1 page 18 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work | Tonne | 100191.84 | 100191.84 | 112.2 | False | None | None | False | None | False | 11241524.448 | 0 | 3886534 | 149340 | None | 8.49vol-2 pno 49 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | cm | 4.48 | 4.48 | 25000.0 | False | None | None | False | None | False | 112000.0 | 0 | 3886535 | 149340 | None | 11715.35(SR 2018-19) | Providing and fixing plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work. | m | 34.72 | 34.72 | 920.0 | False | None | None | False | None | False | 31942.4 | 0 | 3886536 | 149340 | None | 9.20 vol 2 p no 62 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge | Cum | 284.48 | 284.48 | 119.5 | False | None | None | False | None | False | 33995.36 | 0 | 3886537 | 149340 | None | 103 page item 14.7 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved sized, shape and colour with a miniumu compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. | Sqm | 925.0 | 925.0 | 239.12 | False | None | None | False | None | False | 221186.0 | 0 | 3886538 | 149340 | None | 16.16C volume2 p no 146 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 | Mtr | 1278.0 | 1278.0 | 36.0 | False | None | None | False | None | False | 46008.0 | 0 | 3886539 | 149340 | None | 91 volume 2 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete | Sqm | 505.12 | 505.12 | 71.55 | False | None | None | False | None | False | 36141.336 | 0 | 3886540 | 149340 | None | No.107 Item No.12.74.1 of PWD vol-II | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete 125x64x1.90mm | Nos | 102.0 | 102.0 | 16.0 | False | None | None | False | None | False | 1632.0 | 0 | 3886541 | 149340 | None | Page No.219, Item No.22.15.7 of PWD vol-II | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Tower Bolts 250x10mm | Nos | 200.0 | 200.0 | 16.0 | False | None | None | False | None | False | 3200.0 | 0 | 3886542 | 149340 | None | Page No.219, Item No.22.15.2 of PWD vol-II | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Handles 200mm | Nos | 450.0 | 450.0 | 4.0 | False | None | None | False | None | False | 1800.0 | 0 | 3886543 | 149340 | None | Page No.219, Item No.22.15.10 of PWD vol-II Comm | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge :SS Door stopper 75mm | Nos | 100.0 | 100.0 | 4.0 | False | None | None | False | None | False | 400.0 | 0 | 3886544 | 149340 | None | Page No.105, Item No.12.60 of PWD vol-II | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Nos | 1052.0 | 1052.0 | 4.0 | False | None | None | False | None | False | 4208.0 | 0 | 3886545 | 149340 | None | Page No.218 & 219, Item No.22.15.4 of PWD vol-II | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 300mm | Nos | 375.0 | 375.0 | 4.0 | False | None | None | False | None | False | 1500.0 | 0 |
| 1725012613000 | 0 | None | None | Buildings | CONSTRUCTION OF ADDITIONAL BARRACKS FOR 100 PRISONERS IN EXISTING DISTRICT PRISON AT TUMKUR DISTRICT WATER SUPPLY | 3326004.48 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3886546 | 149341 | None | CSR 2022 Vol-I, It. No.1.6.1 Pg No.6 | Earth work excavation for pipelinescables by Manual means upto 600mm trench width, as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal ofstumps 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. Fillingavailable excavated earth excluding rock in trenches, plinth, sides offoundations 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. | Cum | 293.44 | 293.44 | 189.0 | False | None | None | False | None | False | 55460.16 | 0 | 3886547 | 149341 | None | CSR 2022 Vol-I, It. No.1.10 Pg No.7 | Refilling available earth around trenchespipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m.
Including cost of all labour complete as per specifications | Cum | 179.2 | 179.2 | 189.0 | False | None | None | False | None | False | 33868.8 | 0 | 3886548 | 149341 | None | CSR 2022 Vol-II It. No.13.33.3 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges fixing CPVC pipe of dia 25 mm | m | 356.16 | 356.16 | 450.0 | False | None | None | False | None | False | 160272.0 | 0 | 3886549 | 149341 | None | CSR 2022 Vol-II It. No.13.33.4 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. Providing & fixing CPVC pipe of dia 32 mm (external) | m | 448.0 | 448.0 | 160.0 | False | None | None | False | None | False | 71680.0 | 0 | 3886550 | 149341 | None | CSR 2022 Vol-II, It. No.13.33.5 | Providing and fixing to wall, ceiling and floor, medium density polythylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work | m | 431.2 | 431.2 | 1280.0 | False | None | None | False | None | False | 551936.0 | 0 | 3886551 | 149341 | None | 76 11.50.3 as per CSR-2018-19 | Constructing brick masonry inspection chamberfor single pipeline, using table moulded non-modular bricks of classdesignation 50 in cement mortar 1:5, C.I cover withframe (light duty)internal dimensions, total weight of cover with frame to be not lessthan 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C.top slab with cement concrete M 15 with 20mm and downsize granitemetal, foundation concrete M 5 with 40mm and downsize granite metalinside plastering 12mm thick with cement mortar 1:3, finish smoothwith a floating coat of cement on walls and bed concrete complete asper standard design including cost of materials, labour charges, curingcomplete as per specifications. do 600x600mm and 450mm depth | Nos | 7031.36 | 7031.36 | 25.0 | False | None | None | False | None | False | 175784.0 | 0 | 3886552 | 149341 | None | 75 it13.54 As per CSR2023-24 | Providing and fixing in position brass gate valve with C.I wheel of approved quality (screwed end) 32mm dia nominal bore With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work | Each | 6319.04 | 6319.04 | 170.0 | False | None | None | False | None | False | 1074236.8 | 0 | 3886553 | 149341 | None | vol2 it no 13.4.2115 | Providing and fixing white vitreous china clay, water closet Orissa pattern of size 580 x 440mm with integral type footrests, 100 mm S or P trap, 10 litre low level, P.V.C flushing cistern (all are approved make) with fittings, C.I/M.S brackets, 32 mm diameter flush pipe fittings and clamps, overflow arrangements with special and 25 mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specificationsWith including all lead, lifts, loading and unloading & HOM charges | Pan | 669.76 | 669.76 | 22.0 | False | None | None | False | None | False | 14734.72 | 0 | 3886554 | 149341 | None | vol2 it no 13.4.3115 | Providing and fixing white vitreous china clay, water closet European type (Pedestal type, P-trap) with black solid plastic seat and lid, C.P brass hinges, rubber buffers. 10 litre low level, P.V.C flushing cistern (all are approved make) with fittings, C.I /M.S brackets, 40mm diameter flush bend with fittings and clamps, overflow arrangements with specifal and 25mm mosquito proof coupling of approved design, painting of fittings and brackets, cutting and making good the wall and floor wherever required, With including all lead, lifts, loading and unloading & HOM | Each | 786.24 | 786.24 | 8.0 | False | None | None | False | None | False | 6289.92 | 0 | 3886555 | 149341 | None | vol2 it no 14.1.1 121 | Providing Providing and fixing white vitreous china clay, flat back wash basin size 630x450mm with a pair of 15mm C.P brass pillar taps with C.I / M.S brackets, 32mm C.P brass waste of standard pattern, painting of fittings and brackets, cutting & making good the wall and floor wherever required, including cost of materials, labour complete as per specifictions. Specification No. KBS 11Nickle Plated (N.P) Metal Showers. | Unit | 5470.08 | 5470.08 | 6.0 | False | None | None | False | None | False | 32820.48 | 0 | 3886556 | 149341 | None | vol2 it no 14.2.2 pg121 | Constructing brick masonary circular type manhole 0.91m internal dia at bottom 0.91m deep and 0.56m dia at top with table moulded non modular bricks of 50 class designation 50 in cement mortor 1:4, inside cement plastered 12mm thick with cement mortor 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and downsize granite metal and making necessary channel in cement concrete M 50 with 20mm and downsize granite metal finished with a floating coat of neat cement, with S.F.R.C. cover and frame (heavey duty, HD-20 graded designation) 560mm internal disametre confirming IS : 12592, total weight cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per | Nos | 5418.56 | 5418.56 | 15.0 | False | None | None | False | None | False | 81278.4 | 0 | 3886557 | 149341 | None | vol2 it no 14.31 pno 126 | Providing and fixing 1500x450mm dia rectangular shape mirror with plastic moulded frame of approved make and shade with 6mm thick hard board backing With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work | Each | 1366.4 | 1366.4 | 15.0 | False | None | None | False | None | False | 20496.0 | 0 | 3886558 | 149341 | None | vol2 it no 14.40.2 pno 128 | Providing and fixing C.P brass towel rail 740mm length, 20mm dia with C.P brackets, fixed to wooden cleats with C.P brass screws With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work | Unit | 319.2 | 319.2 | 6.0 | False | None | None | False | None | False | 1915.2 | 0 | 3886559 | 149341 | None | CSR 2022 pg--4 | PProviding and fixing 7.5 cms to 15.00 cms dia NP grating 100 mm dia.With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work | Each | 150.0 | 150.0 | 50.0 | False | None | None | False | None | False | 7500.0 | 0 | 3886560 | 149341 | None | vol2 it no 14.40.2 pno 128 | Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work Size ( 12.5cms x 7.5cms ) | Each | 319.2 | 319.2 | 60.0 | False | None | None | False | None | False | 19152.0 | 0 | 3886561 | 149341 | None | vol2 it no 14.40.2 pno 128 | Providing stoneware gully trap of approved quality and make fixing in M-15 and plastering with CM 1:3 wherever necessary.( Rate includes cost of all materials, fixtures and lead). - 15cms x 10cms | Each | 158.0 | 158.0 | 60.0 | False | None | None | False | None | False | 9480.0 | 0 | 3886562 | 149341 | None | page 78 item 11.56.7 | Providing and fixing unplasticised PVC pipes with working pressure 10 kg/sq.cm with pipe fittings, clips, making good the floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. For Ground Floor 250 mm outer | m | 2411.0 | 2411.0 | 300.0 | False | None | None | False | None | False | 723300.0 | 0 | 3886563 | 149341 | None | NSR1 | Providing and fixing in position Jaquar / Hindware / Parry ware or equivalent Angle stop cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading & HOM charges etc., complete as per specifications. and directions of the Engineer-in-charge of work. | Each | 1250.0 | 1250.0 | 40.0 | False | None | None | False | None | False | 50000.0 | 0 | 3886564 | 149341 | None | NSR2 | Providing and fixing in position Jaquar / Hindware / Parry ware or equivalent Two way bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading & HOM charges etc., complete as per specifications. and directions of the Engineer-in-charge of work. | Each | 1350.0 | 1350.0 | 30.0 | False | None | None | False | None | False | 40500.0 | 0 | 3886565 | 149341 | None | NSR 3 | Providing and fixing in position Jaquar / Hindware / Parry ware or equivalent Health faucet complete set of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading & HOM charges etc., complete as per specifications. and directions of the Engineer-in-charge of work. | Each | 1350.0 | 1350.0 | 14.0 | False | None | None | False | None | False | 18900.0 | 0 | 3886566 | 149341 | None | CSR 2022 pg--a 30vol-v It no622 | Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes,With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs, drawings etc., complete and directions of the Engineer in-charge of the work .(For 1000 litre capacity) Specification | No | 6.0 | 6.0 | 12000.0 | False | None | None | False | None | False | 72000.0 | 0 | 3886567 | 149341 | None | PAGE97 ITEAM 13.70.7 | Providing and fixing unplasticised PVC pipes to wall, ceiling and floor, medium density polythylene pipes 6.00 kgf/sq.cm working pressure 160mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, With including all lead, lifts, loading and unloading & HOM charges, all other incidental charges required for completion of work as per approved specifications, designs | m | 522.0 | 522.0 | 200.0 | False | None | None | False | None | False | 104400.0 | 0 |
| 1725012613000 | 0 | None | None | Buildings | Electrical estimate for CONSTRUCTION OF ADDITIONAL BARRACKS FOR 100 PRISONERS IN EXISTING DISTRICT PRISON AT TUMKUR DISTRICT | 2001561.46 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3886568 | 149342 | None | 1.2.1 | Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding
wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire
wherever necessary 19/20mm dia 2mm thick
| Mtr | 66.0 | 66.0 | 200.0 | False | None | None | False | None | False | 13200.0 | 0 | 3886569 | 149342 | None | 1.2.2 | Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding
wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire
wherever necessary 25 mm dia 2mm thick
| Mtr | 78.0 | 78.0 | 1300.0 | False | None | None | False | None | False | 101400.0 | 0 | 3886570 | 149342 | None | 1.3.1 | Groove cutting in the wall Supplying heavy gauge PVC Conduit Pipe . dia . mm thick
with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and
cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 1) 19/20mm dia 2mm thick
| Mtr | 68.0 | 68.0 | 100.0 | False | None | None | False | None | False | 6800.0 | 0 | 3886571 | 149342 | None | 13.2 | Groove cutting in the wall Supplying heavy gauge PVC Conduit Pipe . dia . mm thick
with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and
cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2mm thick
| Mtr | 79.0 | 79.0 | 300.0 | False | None | None | False | None | False | 23700.0 | 0 | 3886572 | 149342 | None | 5.18.7 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC 60898
6-32 A TPN
| Each | 1717.0 | 1717.0 | 5.0 | False | None | None | False | None | False | 8585.0 | 0 | 3886573 | 149342 | None | 3.4.2 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly
flush mounted after due groove cutting in Brick/Stone/C.C wall 1-3Way
| Each | 159.0 | 159.0 | 5.0 | False | None | None | False | None | False | 795.0 | 0 | 3886574 | 149342 | None | 3.4.5 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly
flush mounted after due groove cutting in Brick/Stone/C.C wall 8Way
| Each | 261.0 | 261.0 | 5.0 | False | None | None | False | None | False | 1305.0 | 0 | 3886575 | 149342 | None | 3.4.6 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly
flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way
| Each | 319.0 | 319.0 | 20.0 | False | None | None | False | None | False | 6380.0 | 0 | 3886576 | 149342 | None | 3.5.2 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required
nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. i)1 to 3 Module
| Each | 161.0 | 161.0 | 5.0 | False | None | None | False | None | False | 805.0 | 0 | 3886577 | 149342 | None | 3.5.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required
nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. i)8 Module
| Each | 284.0 | 284.0 | 5.0 | False | None | None | False | None | False | 1420.0 | 0 | 3886578 | 149342 | None | 3.5.6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required
nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module
| Each | 344.0 | 344.0 | 20.0 | False | None | None | False | None | False | 6880.0 | 0 | 3886579 | 149342 | None | 2.2.1 | Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral)
& 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box,
the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box
| Point | 269.0 | 269.0 | 10.0 | False | None | None | False | None | False | 2690.0 | 0 | 3886580 | 149342 | None | 2.2.2 | Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral)
& 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box,
the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via
switch box
| Point | 379.0 | 379.0 | 45.0 | False | None | None | False | None | False | 17055.0 | 0 | 3886581 | 149342 | None | 2.2.3 | Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral)
& 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box,
the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via
switch box
| Point | 555.0 | 555.0 | 125.0 | False | None | None | False | None | False | 69375.0 | 0 | 3886582 | 149342 | None | 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:201 1.5 Sqmm
| Mtr | 26.0 | 26.0 | 1100.0 | False | None | None | False | None | False | 28600.0 | 0 | 3886583 | 149342 | None | 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:201 2.5 Sqmm
| Mtr | 42.0 | 42.0 | 2000.0 | False | None | None | False | None | False | 84000.0 | 0 | 3886584 | 149342 | None | 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:201 4 Sqmm
| Mtr | 63.0 | 63.0 | 200.0 | False | None | None | False | None | False | 12600.0 | 0 | 3886585 | 149342 | None | 8.3 | Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable. RG-6.
| Mtr | 44.0 | 44.0 | 50.0 | False | None | None | False | None | False | 2200.0 | 0 | 3886586 | 149342 | None | 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way Switch
| Each | 102.0 | 102.0 | 180.0 | False | None | None | False | None | False | 18360.0 | 0 | 3886587 | 149342 | None | 3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 . i) 6 Amps 2 way switch
| Each | 166.0 | 166.0 | 4.0 | False | None | None | False | None | False | 664.0 | 0 | 3886588 | 149342 | None | 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 ii) 6 Amps 3 way socket
| Each | 171.0 | 171.0 | 10.0 | False | None | None | False | None | False | 1710.0 | 0 | 3886589 | 149342 | None | 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped Fan Regulator
| Each | 357.0 | 357.0 | 45.0 | False | None | None | False | None | False | 16065.0 | 0 | 3886590 | 149342 | None | 3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 TV socket
| Each | 156.0 | 156.0 | 5.0 | False | None | None | False | None | False | 780.0 | 0 | 3886591 | 149342 | None | 3.6.9 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 32 A DP switch
| Each | 326.0 | 326.0 | 2.0 | False | None | None | False | None | False | 652.0 | 0 | 3886592 | 149342 | None | 6.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase
AC supply conforming to ISS-374- 1979 and with double ball bearing system 48"" Sweep (1200mm) Regular model
| Each | 2984.0 | 2984.0 | 45.0 | False | None | None | False | None | False | 134280.0 | 0 | 3886593 | 149342 | None | 13.10 | Fixing a ceiling Wall mounting fan of all capacities and all types to the existing hook | Each | 171.0 | 171.0 | 45.0 | False | None | None | False | None | False | 7695.0 | 0 | 3886594 | 149342 | None | 6.1 | Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.
| Each | 1492.0 | 1492.0 | 10.0 | False | None | None | False | None | False | 14920.0 | 0 | 3886595 | 149342 | None | 13.14 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire.
| Each | 492.0 | 492.0 | 10.0 | False | None | None | False | None | False | 4920.0 | 0 | 3886596 | 149342 | None | Ele SR 14-15 4.4 | Suppying and fixing cast Aluminium round or ablong type bulk head fitting with guard, glass cover with 15 watts 230V LED lamp as required.
Make - Group ""A"" materials and as per the directions of Engineer in charge of the work.
| Each | 952.0 | 952.0 | 5.0 | False | None | None | False | None | False | 4760.0 | 0 | 3886597 | 149342 | None | 11.3.2 | Supplying of .feet -PVC Batten with integrated LED tube . W with high quality diffuser with Life | Each | 690.0 | 690.0 | 110.0 | False | None | None | False | None | False | 75900.0 | 0 | 3886598 | 149342 | None | 13.7.1 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076"" twin twisted PVC insulated wires, required Nos of round blocks and clamps.
On wall/ceiling/Rafter/Girders
| Each | 122.0 | 122.0 | 110.0 | False | None | None | False | None | False | 13420.0 | 0 | 3886599 | 149342 | None | 11.11.5 | Supplying & fixing of retrofit type - LED bulb . W with OPAL acrylic | Each | 269.0 | 269.0 | 20.0 | False | None | None | False | None | False | 5380.0 | 0 | 3886600 | 149342 | None | 5.18.1 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC 60898., 6-32Amps SP
| Each | 415.0 | 415.0 | 18.0 | False | None | None | False | None | False | 7470.0 | 0 | 3886601 | 149342 | None | 5.18.4 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC 60898., 6-32Amps DP
| Each | 739.0 | 739.0 | 2.0 | False | None | None | False | None | False | 1478.0 | 0 | 3886602 | 149342 | None | 5.20.1 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel boardand 16A-25A 2 pole as per the directions of Engineer in charge of the work.
| Each | 4277.0 | 4277.0 | 5.0 | False | None | None | False | None | False | 21385.0 | 0 | 3886603 | 149342 | None | 1.9.1 | Supplying PVC flexible conduit pipe . mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completel 20 mm
| Mtr | 19.0 | 19.0 | 2.0 | False | None | None | False | None | False | 38.0 | 0 | 3886604 | 149342 | None | Bescom SR 2023-24 32.05 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 4 core 16 sqmm - As per directions of engineer in charge of work.
| Mtr | 141.84 | 141.84 | 400.0 | False | None | None | False | None | False | 56736.0 | 0 | 3886605 | 149342 | None | Bescom SR 2023-24 21.05 | Labour charges for Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using
Wooden/Aluminum Rollers as directed by the departmental staff 2.5 sqmm to25 sqmm - As per directions of engineer in charge of work.
| Mtr | 20.88 | 20.88 | 400.0 | False | None | None | False | None | False | 8352.0 | 0 | 3886606 | 149342 | None | Bescom SR 23-24 32.10 | Supplying 1.1 kV, XLPE or Heat resistant PVC
insulated, PVC exutruted Inner Seath
Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip
thickness and resistivity as per IS-3975
4 core 35 sqmm
| Mtr | 176.07 | 176.07 | 300.0 | False | None | None | False | None | False | 52821.0 | 0 | 3886607 | 149342 | None | Bescom SR 23-24 32.12 | Supplying 1.1 kV, XLPE or Heat resistant PVC
insulated, PVC exutruted Inner Seath
Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip
thickness and resistivity as per IS-3975
4 core 50 sqmm
| Mtr | 207.19 | 207.19 | 500.0 | False | None | None | False | None | False | 103595.0 | 0 | 3886608 | 149342 | None | Bescom SR 23-24 21.06 | Labour charges for Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using
Wooden/Aluminum Rollers as directed by the departmental staff 25 sqmm to75sqmm - As per directions of engineer in charge of work.
| Mtr | 31.13 | 31.13 | 800.0 | False | None | None | False | None | False | 24904.0 | 0 | 3886609 | 149342 | None | Ele SR 2019-20 6.6.1 | Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7) as per the directions of Engineer in charge of the work.
| Mtr | 76.0 | 76.0 | 800.0 | False | None | None | False | None | False | 60800.0 | 0 | 3886610 | 149342 | None | Ele SR 2019-20 6.9.1 | Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class. and as per the directions of Engineer in charge of the work. 1) 40 mm
| Mtr | 335.0 | 335.0 | 10.0 | False | None | None | False | None | False | 3350.0 | 0 | 3886611 | 149342 | None | Ele SR 2014-215. Item No 7.20.3 | Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/Bends/End-caps of same materials in exisiting trench as per IS 14930 part -II suitable for drawing under ground cables.( 63 / 7.20) 63 MM
| Mtr | 215.0 | 215.0 | 400.0 | False | None | None | False | None | False | 86000.0 | 0 | 3886612 | 149342 | None | Ele SR 2014-15. item No 7.20.1 | Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/Bends/End-caps of same materials in exisiting trench as per IS 14930 part -II suitable for drawing under ground cables.( 63 / 7.20a) 40mm OD / 32mm ID
| Mtr | 98.0 | 98.0 | 400.0 | False | None | None | False | None | False | 39200.0 | 0 | 3886613 | 149342 | None | 4.1.1 | Fabricating,supplyinganderectingSwagedtubularPoleofheight.mhavingthreesections,andprovidingtwocoatsofredoxidepaintandfinishedwithtwocoatsofenamelledpaintofapprovedqualityandcolourandM.S.baseplateofsuitablesizeweldedatthebottomofthePole(asperIS)and40mmdiaGI/flexiblePVCpipeof1mlengthfittedtotheheavygaugepolycarbonatecontrolboxincluding5Wayconnectorofsize167x125x82mmfor7.5MPole/200x160x98mmforremaininglengthofPolewithfrontopeningcover,withlockingarrangementsandsuitablecapacityMCB/DPswitch,ThePoleshallbeerectedincementconcretework(1:2:4)includingexcavationandrefillingofplantingdepthofthePoletothegroundlevelandthecoping CC shall be upto 0.6m above ground level as per IS2713-7.9m (5m Hb,165.1 mm dia 4.85 mm thick x 2m Hm, 139.7 mm dia 4.50 mm thick x 2m Ht,114.3 mm dia 3.65 mm thick) as per IS 410 SP 32
| Each | 15500.0 | 15500.0 | 5.0 | False | None | None | False | None | False | 77500.0 | 0 | 3886614 | 149342 | None | 11.8.2 | Supply of LED Streetlight 40 watt | Each | 4024.0 | 4024.0 | 6.0 | False | None | None | False | None | False | 24144.0 | 0 | 3886615 | 149342 | None | 13.1.1 | SupplyingandFixingof.mmdiaclassAGIpipebracketupto2mslongbentatsuitableangleandfixingtothisbracketstreetlightfittingofallcapacitiestoGIorGIorrailorRCCpole/wallusingsuitableclamps,bolts,andnutsandwiringusingsuitablecapacitywires.Using 25mm dia G.I.Pipe
| Each | 978.0 | 978.0 | 6.0 | False | None | None | False | None | False | 5868.0 | 0 | 3886616 | 149342 | None | 5.42.2 | Fabricating supplying and mounting MS box made out .SWG
suitable for floor /wall mounting, fully weather proof with provision
for better heat dissipation, provided with hinged front cover,
equipped with tamper proof locking arrangements, with suitable
size clamps with necessary cable entry pipe with gland and box
should be finished with 7tanks treatment with powder coated paint
and finally finished with approved colour etc., complete 16 SWG
| Sq CM | 0.43 | 0.43 | 80000.0 | False | None | None | False | None | False | 34400.0 | 0 | 3886617 | 149342 | None | 5.41.1 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm
| Mtr | 305.0 | 305.0 | 10.0 | False | None | None | False | None | False | 3050.0 | 0 | 3886618 | 149342 | None | 5.40.2 | Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 250 A 4 x 30 x 10 mm Aluminium Strips
| Mtr | 3435.0 | 3435.0 | 1.5 | False | None | None | False | None | False | 5152.5 | 0 | 3886619 | 149342 | None | 5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C.
| Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 | 3886620 | 149342 | None | 5.29 | Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter.
| Each | 1425.0 | 1425.0 | 1.0 | False | None | None | False | None | False | 1425.0 | 0 | 3886621 | 149342 | None | 5.21 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board
| Each | 9255.0 | 9255.0 | 1.0 | False | None | None | False | None | False | 9255.0 | 0 | 3886622 | 149342 | None | 5.11.2 | Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. (Open Execution) 120 Amps
| Each | 7090.0 | 7090.0 | 1.0 | False | None | None | False | None | False | 7090.0 | 0 | 3886623 | 149342 | None | 5.15.10 | SupplyingandfixingMouldedCaseCircuitBreaker(MCCB)overtheexistingwood/panelboardusingnecessaryscrews,bolts,nuts,necessaryphaseseparators,handleandwiringcomplete.ProtectionofOverloadandShortcircuitwithadjustablethermalmagneticrelease,MicroprocessorreleaseshallhaveEarthFaultasperIS/IEC60947-2.(Icu=100%lcs).In4PMCCB,allPolesshouldhaveprotectionforShort-Cicrcuit/OverLoad.ForMicroprocessorMCCBSFacilityforsegregatingPriorityandNon-PriorityloadsmustbeavailableintheMCCB.MCCBshallbeprovidedwithdoubleinsulation(insulationbetweenfrontcoverandinternalpowercircuitstoavoidanyaccidentalcontactwithlivecurrentcarryingpathwiththefrontcoveropen).Multipolebreakersshallbedesignedtobreakallthepolessimultaneously and they shall have a single mechanism.4
| Each | 10341.0 | 10341.0 | 1.0 | False | None | None | False | None | False | 10341.0 | 0 | 3886624 | 149342 | None | 5.15.9 | SupplyingandfixingMouldedCaseCircuitBreaker(MCCB)overtheexistingwood/panelboardusingnecessaryscrews,bolts,nuts,necessaryphaseseparators,handleandwiringcomplete.ProtectionofOverloadandShortcircuitwithadjustablethermalmagneticrelease,MicroprocessorreleaseshallhaveEarthFaultasperIS/IEC60947-2.(Icu=100%lcs).In4PMCCB,allPolesshouldhaveprotectionforShort-Cicrcuit/OverLoad.ForMicroprocessorMCCBSFacilityforsegregatingPriorityandNon-PriorityloadsmustbeavailableintheMCCB.MCCBshallbeprovidedwithdoubleinsulation(insulationbetweenfrontcoverandinternalpowercircuitstoavoidanyaccidentalcontactwithlivecurrentcarryingpathwiththefrontcoveropen).Multipolebreakersshallbedesignedtobreakallthepolessimultaneously and they shall have a single mechanism.4
| Each | 8487.0 | 8487.0 | 4.0 | False | None | None | False | None | False | 33948.0 | 0 | 3886625 | 149342 | None | 12.56 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia
2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia
| Each | 3510.0 | 3510.0 | 8.0 | False | None | None | False | None | False | 28080.0 | 0 | 3886626 | 149342 | None | Ele SR 19-20 6.18.3 | Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers. (70/7.22) I) GI Wire c) 8swg
| Mtr | 19.0 | 19.0 | 50.0 | False | None | None | False | None | False | 950.0 | 0 | 3886627 | 149342 | None | 12.58.2 | GI/Copper strips for grounding connections, using necessary fixing materials as required GI strip 25x3mm
| Each | 82.0 | 82.0 | 30.0 | False | None | None | False | None | False | 2460.0 | 0 | 3886628 | 149342 | None | 12.58.7 | GI/Copper strips for grounding connections, using necessary fixing materials as required copper strip 25x3mm
| Each | 570.0 | 570.0 | 25.0 | False | None | None | False | None | False | 14250.0 | 0 | 3886629 | 149342 | None | 12.58.11 | GI/Copper strips for grounding connections, using necessary fixing materials as required 600 x 600 x 3 mm Copper plate
| Each | 7421.0 | 7421.0 | 8.0 | False | None | None | False | None | False | 59368.0 | 0 | 3886630 | 149342 | None | 12.46 | Supplying & Fixing of 70-150 W lamp holder 2 Pin
| Each | 63.0 | 63.0 | 6.0 | False | None | None | False | None | False | 378.0 | 0 | 3886631 | 149342 | None | 10.1.1 | DG Set :Supplying, installing, testing and commissioning of Diesel Generator
set 15 KVA with following specifications. Power rating as per standard
reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS
1002/ISO 3046 Generator set specifications Engine: Diesel generating set are rated at 1500RPM and conform to
ISO 8528 specifications. The engines are radiator cooled, four stroke
and multi cylinder, conforming to ISO 3046. The scope of supply
includes: Electrical starter motor12V DC Battery charging
alternator, Bosch fuel system with mechanical governor, A1 Class.
Spin-on lube oil filter, Spin-on dual fuel filter with water separator,
Turbocharger, Charge air cooler, Silencer (Hospital grade), Dry
type air cleaner, Shutoff coil, Flywheel and flywheel housing,
First fill of lube oil and coolant, Safety for low lube oil pressure,
Safety for high water temperature, Permissible overload of 10% for
one hour in 12 hours of operation
| Each | 349110.0 | 349110.0 | 1.0 | False | None | None | False | None | False | 349110.0 | 0 | 3886632 | 149342 | None | 10.2.1 | Supply, Erection, testing and commissioning of AMF panel suitable for .15.kVA DG set. The panel is of cubical type base/floor mounting
control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .A 4 pole contactor for alternator
with thermal O/L relay,. A 4 pole contactor for mains, HRC fuse for
short circuit protection, Microprocessor based AMF module with supply
failure timer, Restoration timer, 3 impulse automatic engine start/stop
logic, Mains/generator voltage, .capacity bypass switch and frequency
sensing, PCC 1301controller with water temperature/Lube oil pressure/
engine speed, Voltage/ampere/Frequency/ kVA, Running-hour count, No
of starts, Fault indication, over / under speed, Fails to start, Low oil
pleasure, High engine temperature, Under/over voltage, over current, Earth
fault relay, with indications for Mains on, Load on Mains, Battery charger
on Push buttons AMF module by pass Mode, Battery charger unit with
inbuilt Auto/Manual and Flat/Boost facility. The complete set shall have
sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD
specifications, PCB norms and KSGEI Acts and Rules.
| Set | 58711.0 | 58711.0 | 1.0 | False | None | None | False | None | False | 58711.0 | 0 | 3886633 | 149342 | None | Approved rate | Exhaust foundation 3x2x1.5 mtr for 62.5KVA DG set as per direction of engineer incharge
| Job | 29411.76 | 29411.76 | 1.0 | False | None | None | False | None | False | 29411.76 | 0 | 3886634 | 149342 | None | APPD Rates | Exhaust System : Supply, receive at site, store, unpack, assemble and connect exhaust pipe with Class B MS pipe with angle iron 50x50x6mm for supporting exhaust pipe with flanges, fire fly gaskets, hardware, glass wool and aluminium sheet cladding etc., as per specification inclusive of all structural supports etc., complete as required. Individual Exhaust pipe including flexibles from set with glass wool and Alu. clading etc., as required complete for 62.5 KVA DG set (diameter of the pipe shall be specified by the vendor) as per BESCOM norms.
| Mtr | 2400.0 | 2400.0 | 10.0 | False | None | None | False | None | False | 24000.0 | 0 | 3886635 | 149342 | None | APPD Rates | Silencer with painting glass wool insulation / Al. clading etc., as required complete for 62.5 KVA DG set
| No | 2899.2 | 2899.2 | 1.0 | False | None | None | False | None | False | 2899.2 | 0 | 3886636 | 149342 | None | APPD Rates | PVC insulated, steel armoured 1100 V Grade Copper Conductor cables. c) 12C x 2.5 sq.mm (YFY).
| Mtr | 432.0 | 432.0 | 150.0 | False | None | None | False | None | False | 64800.0 | 0 |
| 1725012613000 | 0 | None | None | Buildings | CONSTRUCTION OF ADDITIONAL BARRACKS FOR 100 PRISONERS IN EXISTING DISTRICT PRISON AT TUMKUR DISTRICT STP | 10220011.9 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3886637 | 149343 | None | iteam 1.13 6 volume1 | 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 the 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. | Cum | 405.44 | 405.44 | 840.0 | False | None | None | False | None | False | 340569.6 | 0 | 3886638 | 149343 | None | 1.10 vol-1 Cptr-1pno.7 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after
watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour
complete as per specifications | Cum | 84.0 | 84.0 | 179.2 | False | None | None | False | None | False | 15052.8 | 0 | 3886639 | 149343 | None | 2.1.2 vol-1 Cptr-2 pno 15 | 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. | Cum | 6343.68 | 6343.68 | 22.8 | False | None | None | False | None | False | 144635.904 | 0 | 3886640 | 149343 | None | 2.2.5 v1 pno 15 | 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. FOR Raft concrete | Cum | 7497.25 | 7497.25 | 61.07 | False | None | None | False | None | False | 457857.0575 | 0 | 3886641 | 149343 | None | 2.2.5 v1 pno 15 | 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.M30 for slab concrete | Cum | 10918.32 | 10918.32 | 45.0 | False | None | None | False | None | False | 491324.4 | 0 | 3886642 | 149343 | None | 2.2.5 v1 pno 15 | 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. M 30 For walls | Cum | 8006.77 | 8006.77 | 42.84 | False | None | None | False | None | False | 343010.0268 | 0 | 3886643 | 149343 | None | 2.2.5 v1 pno 15 | 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. M30 For walls | Cum | 8006.77 | 8006.77 | 50.92 | False | None | None | False | None | False | 407704.7284 | 0 | 3886644 | 149343 | None | 2.2.5 v1 pno 15 | 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. M30 Roof Beams | Cum | 11646.21 | 11646.21 | 19.69 | False | None | None | False | None | False | 229313.8749 | 0 | 3886645 | 149343 | None | Volume 1 page no 18 Iteam 2.11 | 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. | Tonne | 100191.84 | 100191.84 | 25.9 | False | None | None | False | None | False | 2594968.656 | 0 | 3886646 | 149343 | None | Vol-II Item No 8.3.2 Page No. 41 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to
brick/stone masonry 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 | 431.2 | 431.2 | 197.05 | False | None | None | False | None | False | 84967.96 | 0 | 3886647 | 149343 | None | Vol-II Item No 8.49 Page No. 49 | Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges | Rmtr | 450.0 | 450.0 | 173.0 | False | None | None | False | None | False | 77850.0 | 0 | 3886648 | 149343 | None | Vol-II Item No Page 8.3.2 No. 498 | Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 160 mm dia outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. | Rmtr | 504.0 | 504.0 | 100.0 | False | None | None | False | None | False | 50400.0 | 0 | 3886649 | 149343 | None | iteam 11.50.2 page 75 | Constructing brick masonry inspection chamber 600x600mm and 450mm depth (clear inside dimension) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 600x600mm internal dimensions, total weight of cover with frame to be not less than 38 Kg (weight of cover 23 Kg & weight of frame 15 Kgs) RCC top slab with CC 1:2:4 mix, 20 mm & down size granite metal, foundation concrete 1:5:10 with 40 mm down size granite metal inside plastering 12 mm thick with CM 1:3, finish smooth with a floating coat of cement on walls & bed concrete complete as per standard designwith all lead, lifts, loading, unloading, cost and conveyance of all materials, labour, equipment, transportation charges and testing and HOM of equipment and all other incidental charges required for successful completion of work as per approved specification, designs, drawings etc,. complete and directions of the Engineer in-charge of the work) | Nos | 6108.48 | 6108.48 | 5.0 | False | None | None | False | None | False | 30542.4 | 0 | 3886650 | 149343 | None | iteam 11.37 page 73 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom 0.91m deep and 0.56m dia at top with table moulded non-modular bricks of 50 class designation 50 in cement mortar 1:4, inside cement plastered 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and downsize granite metal and making necessary channel in cement concrete M 50 with 20mm and downsize granite metal finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diametre confirming IS12592, total weight cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications | Nos | 16532.32 | 16532.32 | 6.0 | False | None | None | False | None | False | 99193.92 | 0 | 3886651 | 149343 | None | page 624 no XXIV | CI manhole cover with frame 610 x 455 mm size (38kgs) | Each | 2372.88 | 2372.88 | 6.0 | False | None | None | False | None | False | 14237.28 | 0 | 3886652 | 149343 | None | NSR 1 | material design Providing, designing, engineering, procurement, installation and commissioning of sewage treatment plant of 150 KLD (150 m3/day) capacity ned to take peak flow Raw Sewage Transfer Pumps | No | 4480000.0 | 4480000.0 | 1.0 | False | None | None | False | None | False | 4480000.0 | 0 | 3886653 | 149343 | None | ITEAM 11.34A v1 PAGE 86 | 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 openings /wooden frames with rawl plugs screws etc. | Kg | 188.16 | 188.16 | 1769.8 | False | None | None | False | None | False | 333005.568 | 0 | 3886654 | 149343 | None | ITEAM 11.5.1 v1 Page 77 | 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 | Sqm | 5015.36 | 5015.36 | 5.06 | False | None | None | False | None | False | 25377.7216 | 0 |
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