tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1724079299000 | 0 | None | None | Buildings | GROUND FLOOR | 11961290.74 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3815147 | 144898 | None | PWD SR 23-24Vol-1 Page no 8 Item no 1.12) | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work.
In all kinds of soils upto 300 mm depth"
---- including cost of all materials, labor ,HOM,l | Cum | 117.71 | 117.71 | 89.388 | False | None | None | False | None | False | 10521.86148 | 0 | 3815148 | 144898 | None | PWD SR 23-24Vol-1 Page no 8 Item no 1.14.1) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m
---- including cost of all materials, labor ,HOM,l | Cum | 126.38 | 126.38 | 674.0 | False | None | None | False | None | False | 85180.12 | 0 | 3815149 | 144898 | None | PWD SR 23-24Vol-2 Page no 5 Item no 4.1) | 4.0 ANTI-TERMITE TREATMENT
4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications."
---- including cost of all materials, labor ,HOM,l | Sqm | 146.2 | 146.2 | 595.92 | False | None | None | False | None | False | 87123.504 | 0 | 3815150 | 144898 | None | PWD SR 23-24Vol-1 Page no 15 Item no 2.1.3) | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
"
---- including cost of all materials, labor ,HOM,l | Cum | 7420.37 | 7420.37 | 71.097 | False | None | None | False | None | False | 527566.04589 | 0 | 3815151 | 144898 | None | PWD SR 23-24Vol-1 Page no 15 Item no 2.2.3 | 2.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)
2.2.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
---- including cost of all materials, labor ,HOM,l | Cum | 7850.3 | 7850.3 | 120.878 | False | None | None | False | None | False | 948928.5634 | 0 | 3815152 | 144898 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 1a | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For Foundation upto Plinth (a) Isolated " at 8%
---- including cost of all materials, labor ,HOM,l | Cum | 628.02 | 628.02 | 120.878 | False | None | None | False | None | False | 75913.80156 | 0 | 3815153 | 144898 | None | PWD SR 23-24Vol-1 Page no 16 Item no 2.3.2 | 2.3 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
2.3.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
---- including cost of all materials, labor ,HOM,l | Cum | 8028.72 | 8028.72 | 27.51 | False | None | None | False | None | False | 220870.0872 | 0 | 3815154 | 144898 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 2 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For Plinth Beams of Buildings " at 50%
---- including cost of all materials, labor ,HOM,l | Cum | 4014.36 | 4014.36 | 19.458 | False | None | None | False | None | False | 78111.41688 | 0 | 3815155 | 144898 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 9 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For RCC Columns/Shaft(Slip Centering) " at 70%
---- including cost of all materials, labor ,HOM,l | Cum | 5620.1 | 5620.1 | 8.05 | False | None | None | False | None | False | 45241.805 | 0 | 3815156 | 144898 | None | PWD SR 23-24Vol-1 Page no 17 Item no 2.5.2 | 2.5 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, dowel bars & formwork to be paid separately)
2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
---- including cost of all materials, labor ,HOM,l | Cum | 8478.48 | 8478.48 | 119.162 | False | None | None | False | None | False | 1010312.63376 | 0 | 3815157 | 144898 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 9 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For RCC Columns/Shaft(Slip Centering) " at 70%
---- including cost of all materials, labor ,HOM,l | Cum | 5934.94 | 5934.94 | 22.595 | False | None | None | False | None | False | 134099.9693 | 0 | 3815158 | 144898 | None | PWD SR 23-24Vol-1 Page no 112 Item no Sl no 14 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For RCC Beams, Lintels & Troughs of Aqueducts " at 60%
---- including cost of all materials, labor ,HOM,l | Cum | 5087.09 | 5087.09 | 37.0 | False | None | None | False | None | False | 188222.33 | 0 | 3815159 | 144898 | None | PWD SR 23-24Vol-1 Page no 112 Item no Sl no 15 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For Roof slab of Buildings " at 50%
---- including cost of all materials, labor ,HOM,l | Cum | 4239.24 | 4239.24 | 57.5 | False | None | None | False | None | False | 243756.3 | 0 | 3815160 | 144898 | None | PWD SR 23-24Vol-1 Page no 112 Item no Sl no 19 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For Chejjas, Canopy & Other Architectural projections of monor sections " at 45%
---- including cost of all materials, labor ,HOM,l | Cum | 3815.32 | 3815.32 | 2.06 | False | None | None | False | None | False | 7859.5592 | 0 | 3815161 | 144898 | None | PWD SR 23-24Vol-2 Page no 9 Item no 5.1.1) | 5.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with: 5.1.1 Cement mortar 1:6 (1 cement: 6 coarse sand)
---- including cost of all materials, labor ,HOM,l | Cum | 6952.03 | 6952.03 | 82.673 | False | None | None | False | None | False | 574745.17619 | 0 | 3815162 | 144898 | None | PWD SR 23-24Vol-1 Page no 7 Item no 1.9) | 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.
---- including cost of all materials, labor ,HOM,l | Cum | 329.57 | 329.57 | 46.75 | False | None | None | False | None | False | 15407.3975 | 0 | 3815163 | 144898 | None | PWD SR 23-24Vol-2 Page no 14 Item no 6.8 | 6.8 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.
---- including cost of all materials, labor ,HOM,l | Cum | 9873.59 | 9873.59 | 78.509 | False | None | None | False | None | False | 775165.67731 | 0 | 3815164 | 144898 | None | PWD SR 23-24Vol-2 Page no 14 Item no 6.15 | 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
---- including cost of all materials, labor ,HOM,l | Sqm | 1279.89 | 1279.89 | 72.47 | False | None | None | False | None | False | 92753.6283 | 0 | 3815165 | 144898 | None | PWD SR 23-24Vol-2 Page no 18 Item no 2.11a | 2.11 Steel Fabrication. Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(a) Buildings
---- including cost of all materials, labor ,HOM,l | Tonne | 110837.22 | 110837.22 | 22.318 | False | None | None | False | None | False | 2473665.07596 | 0 | 3815166 | 144898 | None | PWD SR 23-24Vol-2 Page no 100 Item no 12.13.1 | 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
---- including cost of all materials, labor ,HOM,l | Cum | 122431.79 | 122431.79 | 0.556 | False | None | None | False | None | False | 68072.07524 | 0 | 3815167 | 144898 | None | PWD SR 23-24Vol-2 Page no 100 Item no 12.15 | 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )
---- including cost of all materials, labor ,HOM,l | Sqm | 9223.12 | 9223.12 | 15.7 | False | None | None | False | None | False | 144802.984 | 0 | 3815168 | 144898 | None | PWD SR 23-24Vol-2 Page no 104 Item no 12.51 | 12.51 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 specifications.
---- including cost of all materials, labor ,HOM,l | Nos | 1258.82 | 1258.82 | 6.0 | False | None | None | False | None | False | 7552.92 | 0 | 3815169 | 144898 | None | PWD SR 23-24Vol-2 Page no 112 Item no 12.96 | 12.96 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door frames of cross-sections 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyster resin and choped mat. door frame laminate shall be 2mm thick and shall be filed with suitable wooden block in all the three legs. the frame shall be covered with fiber glass from all sides M.S stay shall be provided at the bottom to steady the frame
---- including cost of all materials, labor ,HOM,l | m | 796.68 | 796.68 | 20.1 | False | None | None | False | None | False | 16013.268 | 0 | 3815170 | 144898 | None | PWD SR 23-24Vol-2 Page no 31 Item no 12.97.2 | Providing and fixing to existing door fames.
Fiber Glass Reinforced plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire resistant grade unsaturated polyster resin, moulded to 3mm thick FRP laminate for forming hallow rails and stales, with wooden frame and suitable blocks of reasoned wood inside at requird places for foxing of fittings, cast monolithically with 5mm thick FRP laminate for panels confirming to IS 14856, including fixing to frame.
12.97.2 35 mm thickness "
---- including cost of all materials, labor ,HOM,l | Sqm | 4503.77 | 4503.77 | 6.93 | False | None | None | False | None | False | 31211.1261 | 0 | 3815171 | 144898 | None | PWD SR 23-24Vol-2 Page no 86 Item no 11.34B | 11.34B 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.
---- including cost of all materials, labor ,HOM,l | Kg | 226.74 | 226.74 | 968.42 | False | None | None | False | None | False | 219579.5508 | 0 | 3815172 | 144898 | None | PWD SR 23-24Vol-2 Page no 110 Item no 12.90 | 12.90 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. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
---- including cost of all materials, labor ,HOM,l | Sqm | 8343.43 | 8343.43 | 27.0 | False | None | None | False | None | False | 225272.61 | 0 | 3815173 | 144898 | None | PWD SR 23-24Vol-2 Page no 109 Item no 12.85 | 12.85 Providing & fixing of louvered ventilator made out of multi chamberedUPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
---- including cost of all materials, labor ,HOM,l | Sqm | 7085.84 | 7085.84 | 3.38 | False | None | None | False | None | False | 23950.1392 | 0 | 3815174 | 144898 | None | PWD SR 23-24Vol-2 Page no 42 Item no 8.9 | 8.9 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 477.02 | 477.02 | 376.72 | False | None | None | False | None | False | 179702.9744 | 0 | 3815175 | 144898 | None | PWD SR 23-24Vol-2 Page no 41 Item no 8.1.1 | 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine 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 specifications and as per directions of Engineer-in-charge. ---- including cost of all materials, labor ,HOM,l | Sqm | 315.95 | 315.95 | 700.65 | False | None | None | False | None | False | 221370.3675 | 0 | 3815176 | 144898 | None | PWD SR 23-24Vol-2 Page no 50 Item no 8.51 | 8.51 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 123.9 | 123.9 | 1009.5 | False | None | None | False | None | False | 125077.05 | 0 | 3815177 | 144898 | None | PWD SR 23-24Vol-2 Page no 60 Item no 9.12.2 | 9.12 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.
9.12.2 Size of Tile 600x600 mm
"
---- including cost of all materials, labor ,HOM,l | Sqm | 1418.66 | 1418.66 | 210.24 | False | None | None | False | None | False | 298259.0784 | 0 | 3815178 | 144898 | None | PWD SR 23-24Vol-3 Page no 51 Item no 6.8.2 | 6.8.2 IRC SP 63:2018 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)
---- including cost of all materials, labor ,HOM,l | Sqm | 1438.48 | 1438.48 | 60.67 | False | None | None | False | None | False | 87272.5816 | 0 | 3815179 | 144898 | None | PWD SR 23-24Vol-2 Page no 64 Item no 9.30 | 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
"
---- including cost of all materials, labor ,HOM,l | Sqm | 6601.39 | 6601.39 | 158.95 | False | None | None | False | None | False | 1049290.9405 | 0 | 3815180 | 144898 | None | PWD SR 23-24Vol-2 Page no 60 Item no 9.10 | 9.10 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete.
---- including cost of all materials, labor ,HOM,l | Sqm | 1370.33 | 1370.33 | 28.18 | False | None | None | False | None | False | 38615.8994 | 0 | 3815181 | 144898 | None | PWD SR 23-24Vol-2 Page no 65 Item no 9.38 | 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
---- including cost of all materials, labor ,HOM,l | Sqm | 1724.69 | 1724.69 | 122.07 | False | None | None | False | None | False | 210532.9083 | 0 | 3815182 | 144898 | None | PWD SR 23-24Vol-2 Page no 46 Item no 8.33.2 | 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 170.98 | 170.98 | 131.26 | False | None | None | False | None | False | 22442.8348 | 0 | 3815183 | 144898 | None | PWD SR 23-24Vol-2 Page no 47 Item no 8.33.3 | 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 172.22 | 172.22 | 46.12 | False | None | None | False | None | False | 7942.7864 | 0 | 3815184 | 144898 | None | PWD SR 23-24Vol-2 Page no 47 Item no 8.35.2 | 8.35.2 Painting with silicon & acrylic emulsion-based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 245.32 | 245.32 | 1009.5 | False | None | None | False | None | False | 247650.54 | 0 | 3815185 | 144898 | None | PWD SR 23-24Vol-2 Page no 46 Item no 8.30 | 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 215.59 | 215.59 | 376.72 | False | None | None | False | None | False | 81217.0648 | 0 | 3815186 | 144898 | None | PWD SR 23-24Vol-2 Page no 85 Item no 11.28 | 11.28 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, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of
the Engineer-in-Charge."
---- including cost of all materials, labor ,HOM,l | Kg | 700.04 | 700.04 | 419.45 | False | None | None | False | None | False | 293631.778 | 0 | 3815187 | 144898 | None | PWD SR 23-24Vol-2 Page no 149 Item no 15.1 | 15.1 Polyurethane based Single Component for New Surface Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
---- including cost of all materials, labor ,HOM,l | Sqm | 1012.26 | 1012.26 | 403.0 | False | None | None | False | None | False | 407940.78 | 0 | 3815188 | 144898 | None | PWD SR 23-24Vol-2 Page no 122 Item no 13.31.3 | 13.31 Providing and fixing Chorinated Polyvinyl Chloride (CPVC) pipes, 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 and testing of joints complete as per direction of Engineer -in-charge. Internal work -Exposed on wall 25mm nominal dia Pipes
---- including cost of all materials, labor ,HOM,l | m | 394.0 | 394.0 | 150.0 | False | None | None | False | None | False | 59100.0 | 0 | 3815189 | 144898 | None | PWD SR 23-24Vol-2 Page no 128 Item no 13.64.2 | 13.64 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
13.64.2 110mm nominal dia pipes"
---- including cost of all materials, labor ,HOM,l | m | 477.02 | 477.02 | 75.0 | False | None | None | False | None | False | 35776.5 | 0 | 3815190 | 144898 | None | PWD SR 23-24Vol-2 Page no 131 Item no 14.2.1 | 14.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 14.2.1 W.C. pan with ISI marked white solid plastic seat and lid
---- including cost of all materials, labor ,HOM,l | Each | 5994.28 | 5994.28 | 7.0 | False | None | None | False | None | False | 41959.96 | 0 | 3815191 | 144898 | None | PWD SR 23-24Vol-2 Page no 132 Item no 14.5.1 | 14.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :
14.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
"
---- including cost of all materials, labor ,HOM,l | Each | 10707.44 | 10707.44 | 4.0 | False | None | None | False | None | False | 42829.76 | 0 | 3815192 | 144898 | None | PWD SR 23-24Vol-2 Page no 70 Item no 10.8 | 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.
---- including cost of all materials, labor ,HOM,l | Sqm | 3455.57 | 3455.57 | 1.88 | False | None | None | False | None | False | 6496.4716 | 0 | 3815193 | 144898 | None | PWD SR 23-24Vol-2 Page no 133 Item no 14.10.1.1 | 14.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
14.10.1 Kitchen sink with drain board
14.10.1.1 510x1040 mm bowl depth 250 mm
"
---- including cost of all materials, labor ,HOM,l | Each | 6960.7 | 6960.7 | 4.0 | False | None | None | False | None | False | 27842.8 | 0 | 3815194 | 144898 | None | PWD SR 23-24Vol-2 Page no 120 Item no 13.17.4 | 13.17 Providing and fixing PTMT bib cock of approved quality and colour
13.17.4 15 mm nominal bore, 90 mm long,"
---- including cost of all materials, labor ,HOM,l | No | 299.84 | 299.84 | 10.0 | False | None | None | False | None | False | 2998.4 | 0 | 3815195 | 144898 | None | PWD SR 23-24Vol-2 Page no 127 Item no 13.59 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
---- including cost of all materials, labor ,HOM,l | No | 272.58 | 272.58 | 10.0 | False | None | None | False | None | False | 2725.8 | 0 | 3815196 | 144898 | None | PWD SR 23-24Vol-2 Page no 120 Item no 13.18.1 | 13.18 Providing and fixing PTMT stop cock of approved quality and colour 13.18.1 15 mm nominal bore, 86 mm long, weighing not less than 88 g
---- including cost of all materials, labor ,HOM,l | No | 162.31 | 162.31 | 10.0 | False | None | None | False | None | False | 1623.1 | 0 | 3815197 | 144898 | None | codeVol-5 Page no 191 Item no 16.9 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.
---- including cost of all materials, labor ,HOM,l | No | 6757.51 | 6757.51 | 5.0 | False | None | None | False | None | False | 33787.55 | 0 | 3815198 | 144898 | None | codeVol-5 Page no 221 Item no 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | No | 2430.92 | 2430.92 | 5.0 | False | None | None | False | None | False | 12154.6 | 0 | 3815199 | 144898 | None | PWD SR 23-24Vol-2 Page no 106 Item no 12.69.2 | 12.69 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.
12.69.2 125mm"
---- including cost of all materials, labor ,HOM,l | No | 301.08 | 301.08 | 18.0 | False | None | None | False | None | False | 5419.44 | 0 | 3815200 | 144898 | None | PWD SR 23-24Vol-2 Page no 105 Item no 12.59 | 12.59 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
---- including cost of all materials, labor ,HOM,l | No | 1380.25 | 1380.25 | 18.0 | False | None | None | False | None | False | 24844.5 | 0 | 3815201 | 144898 | None | PWD SR 23-24Vol-2 Page no 105 Item no 12.58 | 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
---- including cost of all materials, labor ,HOM,l | No | 148.68 | 148.68 | 36.0 | False | None | None | False | None | False | 5352.48 | 0 | 3815202 | 144898 | None | PWD SR 23-24Vol-2 Page no 105 Item no 12.65 | 12.65 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete.
---- including cost of all materials, labor ,HOM,l | No | 73.1 | 73.1 | 36.0 | False | None | None | False | None | False | 2631.6 | 0 | 3815203 | 144898 | None | PWD SR 23-24Vol-2 Page no 105 Item no 12.61 | 12.61 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.
---- including cost of all materials, labor ,HOM,l | No | 1226.61 | 1226.61 | 36.0 | False | None | None | False | None | False | 44157.96 | 0 | 3815204 | 144898 | None | PWD SR 23-24Vol-2 Page no 105 Item no 12.63 | 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete
---- including cost of all materials, labor ,HOM,l | No | 161.07 | 161.07 | 36.0 | False | None | None | False | None | False | 5798.52 | 0 | 3815205 | 144898 | None | PWD SR 23-24Vol-2 Page no 107 Item no 12.73.1 | 12.73 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
12.73.1 125mm "
---- including cost of all materials, labor ,HOM,l | No | 54.52 | 54.52 | 54.0 | False | None | None | False | None | False | 2944.08 | 0 |
| 1724079300000 | 0 | None | None | Buildings | HEADROOM | 469640.48 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3815206 | 144899 | None | PWD SR 23-24Vol-1 Page no 17 Item no 2.5.2 | 2.5 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, dowel bars & formwork to be paid separately)
2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
---- including cost of all materials, labor ,HOM,l | Cum | 8563.26 | 8563.26 | 4.591 | False | None | None | False | None | False | 39313.92666 | 0 | 3815207 | 144899 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 9 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For RCC Columns/Shaft(Slip Centering) " at 70%
---- including cost of all materials, labor ,HOM,l | Cum | 5994.29 | 5994.29 | 3.524 | False | None | None | False | None | False | 21123.87796 | 0 | 3815208 | 144899 | None | PWD SR 23-24Vol-1 Page no 112 Item no Sl no 14 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For RCC Beams, Lintels & Troughs of Aqueducts " at 60%
---- including cost of all materials, labor ,HOM,l | Cum | 5137.96 | 5137.96 | 0.92 | False | None | None | False | None | False | 4726.9232 | 0 | 3815209 | 144899 | None | PWD SR 23-24Vol-1 Page no 112 Item no Sl no 19 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For Chejjas, Canopy & Other Architectural projections of monor sections " at 45%
---- including cost of all materials, labor ,HOM,l | Cum | 3853.47 | 3853.47 | 0.15 | False | None | None | False | None | False | 578.0205 | 0 | 3815210 | 144899 | None | PWD SR 23-24Vol-2 Page no 14 Item no 6.8 | 6.8 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.
---- including cost of all materials, labor ,HOM,l | Cum | 9972.32 | 9972.32 | 13.37 | False | None | None | False | None | False | 133329.9184 | 0 | 3815211 | 144899 | None | PWD SR 23-24Vol-2 Page no 18 Item no 2.11a | 2.11 Steel Fabrication. Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(a) Buildings
---- including cost of all materials, labor ,HOM,l | Tonne | 111945.6 | 111945.6 | 0.567 | False | None | None | False | None | False | 63473.1552 | 0 | 3815212 | 144899 | None | PWD SR 23-24Vol-2 Page no 100 Item no 12.13.1 | 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
---- including cost of all materials, labor ,HOM,l | Cum | 123656.11 | 123656.11 | 0.225 | False | None | None | False | None | False | 27822.62475 | 0 | 3815213 | 144899 | None | PWD SR 23-24Vol-2 Page no 100 Item no 12.15 | 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures )
---- including cost of all materials, labor ,HOM,l | Sqm | 9315.34 | 9315.34 | 2.25 | False | None | None | False | None | False | 20959.515 | 0 | 3815214 | 144899 | None | PWD SR 23-24Vol-2 Page no 104 Item no 12.51 | 12.51 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 specifications.
---- including cost of all materials, labor ,HOM,l | No | 1271.41 | 1271.41 | 1.0 | False | None | None | False | None | False | 1271.41 | 0 | 3815215 | 144899 | None | PWD SR 23-24Vol-2 Page no 109 Item no 12.85 | 12.85 Providing & fixing of louvered ventilator made out of multi chamberedUPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
---- including cost of all materials, labor ,HOM,l | Sqm | 7156.7 | 7156.7 | 0.54 | False | None | None | False | None | False | 3864.618 | 0 | 3815216 | 144899 | None | PWD SR 23-24Vol-2 Page no 86 Item no 11.34B | 11.34B 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.
---- including cost of all materials, labor ,HOM,l | Kg | 229.0 | 229.0 | 11.34 | False | None | None | False | None | False | 2596.86 | 0 | 3815217 | 144899 | None | PWD SR 23-24Vol-2 Page no 42 Item no 8.9 | 8.9 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 481.78 | 481.78 | 43.38 | False | None | None | False | None | False | 20899.6164 | 0 | 3815218 | 144899 | None | PWD SR 23-24Vol-2 Page no 41 Item no 8.1.1 | 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine 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 specifications and as per directions of Engineer-in-charge.
"
---- including cost of all materials, labor ,HOM,l | Sqm | 319.11 | 319.11 | 35.24 | False | None | None | False | None | False | 11245.4364 | 0 | 3815219 | 144899 | None | PWD SR 23-24Vol-2 Page no 60 Item no 9.12.2 | 9.12 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.
9.12.2 Size of Tile 600x600 mm
"
---- including cost of all materials, labor ,HOM,l | Sqm | 1432.84 | 1432.84 | 4.06 | False | None | None | False | None | False | 5817.3304 | 0 | 3815220 | 144899 | None | PWD SR 23-24Vol-2 Page no 50 Item no 8.51 | 8.51 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.
---- including cost of all materials, labor ,HOM,l | Sqm | 125.14 | 125.14 | 35.24 | False | None | None | False | None | False | 4409.9336 | 0 | 3815221 | 144899 | None | PWD SR 23-24Vol-2 Page no 46 Item no 8.33.2 | 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 172.69 | 172.69 | 4.91 | False | None | None | False | None | False | 847.9079 | 0 | 3815222 | 144899 | None | PWD SR 23-24Vol-2 Page no 47 Item no 8.33.3 | 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 173.94 | 173.94 | 0.54 | False | None | None | False | None | False | 93.9276 | 0 | 3815223 | 144899 | None | PWD SR 23-24Vol-2 Page no 47 Item no 8.35.2 | 8.35.2 Painting with silicon & acrylic emulsion-based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 247.78 | 247.78 | 35.24 | False | None | None | False | None | False | 8731.7672 | 0 | 3815224 | 144899 | None | PWD SR 23-24Vol-2 Page no 46 Item no 8.30 | 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Sqm | 217.75 | 217.75 | 43.38 | False | None | None | False | None | False | 9445.995 | 0 | 3815225 | 144899 | None | PWD SR 23-24Vol-2 Page no 77 Item no 11.2 | 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
---- including cost of all materials, labor ,HOM,l | Kgs | 141.41 | 141.41 | 414.84 | False | None | None | False | None | False | 58662.5244 | 0 | 3815226 | 144899 | None | PWD SR 23-24Vol-2 Page no 21 Item no 7.1.1 | 7.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge.
7.1.1 0.63 mm thick with zinc coating not less than 275 g/ m²"
---- including cost of all materials, labor ,HOM,l | Sqm | 1099.97 | 1099.97 | 27.66 | False | None | None | False | None | False | 30425.1702 | 0 |
| 1724079300000 | 0 | None | None | Buildings | RAIN WATER HARVESTING | 283075.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3815227 | 144900 | None | PWD SR 23-24Vol-1 Page no 8 Item no 1.14.1) | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m
---- including cost of all materials, labor ,HOM,l | Cum | 126.38 | 126.38 | 21.28 | False | None | None | False | None | False | 2689.3664 | 0 | 3815228 | 144900 | None | PWD SR 23-24Vol-1 Page no 11 Item no 1.23) | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.
---- including cost of all materials, labor ,HOM,l | Cum | 3323.0 | 3323.0 | 1.6 | False | None | None | False | None | False | 5316.8 | 0 | 3815229 | 144900 | None | PWD SR 23-24Vol-1 Page no 15 Item no 2.1.3) | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
"
---- including cost of all materials, labor ,HOM,l | Cum | 7420.37 | 7420.37 | 3.31 | False | None | None | False | None | False | 24561.4247 | 0 | 3815230 | 144900 | None | PWD SR 23-24Vol-2 Page no 41 Item no 8.1.1 |
8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine 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 specifications and as per directions of Engineer-in-charge.
"
---- including cost of all materials, labor ,HOM,l | Sqm | 315.95 | 315.95 | 21.89 | False | None | None | False | None | False | 6916.1455 | 0 | 3815231 | 144900 | None | PWD SR 23-24Vol-2 Page no 150 Item no 15.6 | 15.6 Food Graded Water Proofing Membrane. Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of
the Engineer In charge."
---- including cost of all materials, labor ,HOM,l | Sqm | 628.17 | 628.17 | 21.89 | False | None | None | False | None | False | 13750.6413 | 0 | 3815232 | 144900 | None | PWD SR 23-24Vol-1 Page no 15 Item no 2.2.3 | 2.2 Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)
2.2.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
---- including cost of all materials, labor ,HOM,l | Cum | 7850.3 | 7850.3 | 1.404 | False | None | None | False | None | False | 11021.8212 | 0 | 3815233 | 144900 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 4 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For ement Concrete Drain Walls " at 35%
---- including cost of all materials, labor ,HOM,l | Cum | 235.5 | 235.5 | 1.404 | False | None | None | False | None | False | 330.642 | 0 | 3815234 | 144900 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 9 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For RCC Columns/Shaft(Slip Centering) " at 70%
---- including cost of all materials, labor ,HOM,l | Cum | 8028.72 | 8028.72 | 5.22 | False | None | None | False | None | False | 41909.9184 | 0 | 3815235 | 144900 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 4 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For ement Concrete Drain Walls " at 35%
---- including cost of all materials, labor ,HOM,l | Cum | 2810.05 | 2810.05 | 4.0 | False | None | None | False | None | False | 11240.2 | 0 | 3815236 | 144900 | None | PWD SR 23-24Vol-1 Page no 111 Item no Sl no 9 | Addendum 1-Additionalities for formwork, Centering & Scaffolding " For RCC Columns/Shaft(Slip Centering) " at 70%
---- including cost of all materials, labor ,HOM,l | Cum | 5620.1 | 5620.1 | 1.22 | False | None | None | False | None | False | 6856.522 | 0 | 3815237 | 144900 | None | PWD SR 23-24Vol-2 Page no 18 Item no 2.11a | 2.11 Steel Fabrication. Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(a) Buildings
---- including cost of all materials, labor ,HOM,l | Tonne | 110837.22 | 110837.22 | 1.386 | False | None | None | False | None | False | 153620.38692 | 0 | 3815238 | 144900 | None | codeVol-5 Page no 221 Item no 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge.
---- including cost of all materials, labor ,HOM,l | Each | 2430.92 | 2430.92 | 2.0 | False | None | None | False | None | False | 4861.84 | 0 |
| 1724079300000 | 0 | None | None | Buildings | SINKING OF BOREWELL | 201278.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3815239 | 144901 | None | RWS -V SR 2021-22 I.No-0010AA PAGE NO-151 ) | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes,collars, cap etc., complete 0-50mtrs Borewell depth of 0 to 50 m ---- including cost of all materials, labor ,HOM,l | Mtr | 347.0 | 347.0 | 50.0 | False | None | None | False | None | False | 17350.0 | 0 | 3815240 | 144901 | None | RWS -V SR 2021-22 I.No-0010AA PAGE NO-151 ) | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete 50-100mtrs Borewell depth of50 to 100 m ---- including cost of all materials, labor ,HOM,l | Mtr | 442.0 | 442.0 | 50.0 | False | None | None | False | None | False | 22100.0 | 0 | 3815241 | 144901 | None | RWS -V SR 2021-22 I.No-0010AA PAGE NO-151 ) | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete 100-150mtrs Borewell depth of 100 to150 m ---- including cost of all materials, labor ,HOM,l | Mtr | 456.0 | 456.0 | 50.0 | False | None | None | False | None | False | 22800.0 | 0 | 3815242 | 144901 | None | RWS -V SR 2021-22 I.No-0010AA PAGE NO-151 ) | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete 150-200mtrs Borewell depth of 150 to 200 m ---- including cost of all materials, labor ,HOM,l | Mtr | 536.0 | 536.0 | 50.0 | False | None | None | False | None | False | 26800.0 | 0 | 3815243 | 144901 | None | RWS -V SR 2021-22 I.No-0010AA PAGE NO-151 ) | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete 200-250 Borewell depth of 200 to 250 m ---- including cost of all materials, labor ,HOM,l | Mtr | 634.0 | 634.0 | 50.0 | False | None | None | False | None | False | 31700.0 | 0 | 3815244 | 144901 | None | RWS -V SR 2021-22 I.No-0040A PAGE NO-152 ) | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner ---- including cost of all materials, labor ,HOM,l | Each | 5141.0 | 5141.0 | 2.0 | False | None | None | False | None | False | 10282.0 | 0 | 3815245 | 144901 | None | RWS -V SR 2021-22 I.No-0040A PAGE NO-151 ) | Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables ---- including cost of all materials, labor ,HOM,l | Sqm | 15636.0 | 15636.0 | 2.0 | False | None | None | False | None | False | 31272.0 | 0 | 3815246 | 144901 | None | RWS -V SR 2021-22 I.No-0160A PAGE NO-154 ) | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socke conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty ---- including cost of all materials, labor ,HOM,l | No | 1933.0 | 1933.0 | 20.0 | False | None | None | False | None | False | 38660.0 | 0 | 3815247 | 144901 | None | RWS -V SR 2021-22 I.No-0170A PAGE NO-154 ) | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments ---- including cost of all materials, labor ,HOM,l | No | 150.0 | 150.0 | 1.0 | False | None | None | False | None | False | 150.0 | 0 | 3815248 | 144901 | None | RWS -V SR 2021-22 I.No-0180A PAGE NO-155 ) | Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ---- including cost of all materials, labor ,HOM,l | No | 164.0 | 164.0 | 1.0 | False | None | None | False | None | False | 164.0 | 0 |
| 1724079300000 | 0 | None | None | Buildings | Pumping Machinery/Equipments with the required electrical and pipe line works | 334330.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3815249 | 144902 | None | RWS SR - V 2021-22, Page No- 160 , I.No-15.7 P150 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For7.5 HP ---- including cost of all materials, labor ,HOM,l | Each | 35950.0 | 35950.0 | 1.0 | False | None | None | False | None | False | 35950.0 | 0 | 3815250 | 144902 | None | RWS - V SR 2021-22,Page No-162 I.No- 22.4 ,P230D ) | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments ---- including cost of all materials, labor ,HOM,l | Mtr | 210.0 | 210.0 | 300.0 | False | None | None | False | None | False | 63000.0 | 0 | 3815251 | 144902 | None | RWS - V SR 2021-22,Page No-161 I.No-P240A ) | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments ---- including cost of all materials, labor ,HOM,l | Nos | 450.0 | 450.0 | 2.0 | False | None | None | False | None | False | 900.0 | 0 | 3815252 | 144902 | None | RWS -VSR 2021-22 , Page No-162I.No-P250 B ) | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments ---- including cost of all materials, labor ,HOM,l | Nos | 1550.0 | 1550.0 | 4.0 | False | None | None | False | None | False | 6200.0 | 0 | 3815253 | 144902 | None | RWS -VSR 2021-22 , Page No-162I.No-P250 B ) | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments ---- including cost of all materials, labor ,HOM,l | Nos | 1490.0 | 1490.0 | 2.0 | False | None | None | False | None | False | 2980.0 | 0 | 3815254 | 144902 | None | RWS -VSR 2021-22 , Page No-162I.No-P250 B ) | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump:1 No MCB1No. DOL of S/D Starter suitable for respective HP1No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOL-Direct Online Starter 2) S-D- Star Delta Starter ---- including cost of all materials, labor ,HOM,l | Rmtr | 14250.0 | 14250.0 | 1.0 | False | None | None | False | None | False | 14250.0 | 0 | 3815255 | 144902 | None | RWS -VSR 2021-22 , Page No-162I.No-P250 B ) | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. ---- including cost of all materials, labor ,HOM,l | Kvar | 550.0 | 550.0 | 3.0 | False | None | None | False | None | False | 1650.0 | 0 | 3815256 | 144902 | None | RWS -VSR 2021-22 , Page No-162I.No-P250 B ) | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box ---- including cost of all materials, labor ,HOM,l | Per 3 Poles | 1250.0 | 1250.0 | 2.0 | False | None | None | False | None | False | 2500.0 | 0 | 3815257 | 144902 | None | RWS -VSR 2021-22 , Page No-163 ,I.No-P310A ) | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) ---- including cost of all materials, labor ,HOM,l | Each | 3575.0 | 3575.0 | 2.0 | False | None | None | False | None | False | 7150.0 | 0 | 3815258 | 144902 | None | RWS -VSR 2021-22 , Page No-163A , I.No-P320A ) | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars, rubber profile ring,vibration control profile ring, freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments ---- including cost of all materials, labor ,HOM,l | Mtr | 575.0 | 575.0 | 250.0 | False | None | None | False | None | False | 143750.0 | 0 | 3815259 | 144902 | None | RWS -VSR 2021-22 , Page No-163A. I.No-P250 B ) | Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets ---- including cost of all materials, labor ,HOM,l | Set | 1650.0 | 1650.0 | 2.0 | False | None | None | False | None | False | 3300.0 | 0 | 3815260 | 144902 | None | RWS -VSR 2021-22 , Page No-163 .I.No-P360A ) | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work ---- including cost of all materials, labor ,HOM,l | Job | 6150.0 | 6150.0 | 2.0 | False | None | None | False | None | False | 12300.0 | 0 | 3815261 | 144902 | None | RWS -V.SR 2021-22, Page No-163 I.No-p370A) | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. ---- including cost of all materials, labor ,HOM,l | Job | 1250.0 | 1250.0 | 2.0 | False | None | None | False | None | False | 2500.0 | 0 | 3815262 | 144902 | None | RWS -V.SR 2021-22, Page No-163 I.No-P380A) | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. ---- including cost of all materials, labor ,HOM,l | Job | 1350.0 | 1350.0 | 2.0 | False | None | None | False | None | False | 2700.0 | 0 | 3815263 | 144902 | None | RWS BGM circle SR 2019-20 I.No-12.12) | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work ---- including cost of all materials, labor ,HOM,l | Rmtr | 195.0 | 195.0 | 80.0 | False | None | None | False | None | False | 15600.0 | 0 | 3815264 | 144902 | None | RWS -V.SR 2021-22, Page No-163 I.No-p400a) | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. ---- including cost of all materials, labor ,HOM,l | Mtr | 135.0 | 135.0 | 80.0 | False | None | None | False | None | False | 10800.0 | 0 | 3815265 | 144902 | None | RWS -V.SR 2021-22, Page No-164 I.No-p410a) | Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit ---- including cost of all materials, labor ,HOM,l | Each | 650.0 | 650.0 | 2.0 | False | None | None | False | None | False | 1300.0 | 0 | 3815266 | 144902 | None | RWS -V.SR 2021-22, Page No-164 I.No-p430a) | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit.The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. ---- including cost of all materials, labor ,HOM,l | Job | 3750.0 | 3750.0 | 2.0 | False | None | None | False | None | False | 7500.0 | 0 |
| 1724079300000 | 0 | None | None | Buildings | Electrical work | 682164.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3815267 | 144903 | None | Part-III P No.1 IT No. 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
19/20 mm dia 2 mm thick
---- including cost of all materials, labor ,HOM,l | m | 77.88 | 77.88 | 350.0 | False | None | None | False | None | False | 27258.0 | 0 | 3815268 | 144903 | None | Part-III P No.1 IT No. 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 2 mm thick
---- including cost of all materials, labor ,HOM,l | m | 92.04 | 92.04 | 150.0 | False | None | None | False | None | False | 13806.0 | 0 | 3815269 | 144903 | None | 1.3 Part-III P No.1 IT No. 1.3.1 | Supplying heavy gauge PVCConduit 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.
---- including cost of all materials, labor ,HOM,l | m | 80.24 | 80.24 | 150.0 | False | None | None | False | None | False | 12036.0 | 0 | 3815270 | 144903 | None | 1.3 Part-III P No.1 IT No. 1.3.2 | Supplying heavy gauge PVCConduit 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 2 mm thick
---- including cost of all materials, labor ,HOM,l | m | 93.22 | 93.22 | 80.0 | False | None | None | False | None | False | 7457.6 | 0 | 3815271 | 144903 | None | 1.5 Part-III P No.1 IT No. 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box
19/20 mm deep Junction box
---- including cost of all materials, labor ,HOM,l | Each | 57.82 | 57.82 | 40.0 | False | None | None | False | None | False | 2312.8 | 0 | 3815272 | 144903 | None | 1.5 Part-III P No.3 IT No. 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box
25 mm deep Junction box
---- including cost of all materials, labor ,HOM,l | Each | 66.08 | 66.08 | 15.0 | False | None | None | False | None | False | 991.2 | 0 | 3815273 | 144903 | None | 1.7 Part-III P No.3 IT No. 1.7.1 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.
upto 50 mm conduit in brick wall
---- including cost of all materials, labor ,HOM,l | m | 34.22 | 34.22 | 50.0 | False | None | None | False | None | False | 1711.0 | 0 | 3815274 | 144903 | None | Part-III P No.4 IT No. 1.13 | Supplying And Fixing Metal Fan Box with Round Hook.
---- including cost of all materials, labor ,HOM,l | No | 138.06 | 138.06 | 13.0 | False | None | None | False | None | False | 1794.78 | 0 | 3815275 | 144903 | None | 2.2 Part-III P No.5 IT No. 2.2.1 | Point wiring using Copper wire without switch.
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
---- including cost of all materials, labor ,HOM,l | Point | 317.42 | 317.42 | 10.0 | False | None | None | False | None | False | 3174.2 | 0 | 3815276 | 144903 | None | Part-III P No.5 IT No. 2.2.2 | Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box
---- including cost of all materials, labor ,HOM,l | Point | 447.22 | 447.22 | 12.0 | False | None | None | False | None | False | 5366.64 | 0 | 3815277 | 144903 | None | Part-III P No.5 IT No. 2.2.3 | Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box
---- including cost of all materials, labor ,HOM,l | Point | 654.9 | 654.9 | 31.0 | False | None | None | False | None | False | 20301.9 | 0 | 3815278 | 144903 | None | 2.3 Part-III P No.5 IT No. 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-694:2010
1.5 mm2
---- including cost of all materials, labor ,HOM,l | m | 30.68 | 30.68 | 850.0 | False | None | None | False | None | False | 26078.0 | 0 | 3815279 | 144903 | None | Part-III P No.5 IT No. 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-694:2010
2.5 mm2
---- including cost of all materials, labor ,HOM,l | m | 49.56 | 49.56 | 800.0 | False | None | None | False | None | False | 39648.0 | 0 | 3815280 | 144903 | None | Part-III P No.5 IT No. 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-694:2010
4 mm2
---- including cost of all materials, labor ,HOM,l | m | 74.34 | 74.34 | 600.0 | False | None | None | False | None | False | 44604.0 | 0 | 3815281 | 144903 | None | Part-III P No.5 IT No. 2.3.5 | 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-694:2010
6 mm2
---- including cost of all materials, labor ,HOM,l | m | 108.56 | 108.56 | 300.0 | False | None | None | False | None | False | 32568.0 | 0 | 3815282 | 144903 | None | Part-III P No.6 IT No. 2.3.6 | 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-694:2010
Main panel
10 mm2
---- including cost of all materials, labor ,HOM,l | m | 197.06 | 197.06 | 30.0 | False | None | None | False | None | False | 5911.8 | 0 | 3815283 | 144903 | None | 3.4 Part-III P No.8 IT No. 3.4.1 | 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
1-2 Way
---- including cost of all materials, labor ,HOM,l | Each | 162.84 | 162.84 | 8.0 | False | None | None | False | None | False | 1302.72 | 0 | 3815284 | 144903 | None | Part-III P No.8 IT No. 3.4.4 | 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
6 Way
---- including cost of all materials, labor ,HOM,l | Each | 259.6 | 259.6 | 16.0 | False | None | None | False | None | False | 4153.6 | 0 | 3815285 | 144903 | None | Part-III P No.8 IT No. 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
---- including cost of all materials, labor ,HOM,l | Each | 376.42 | 376.42 | 15.0 | False | None | None | False | None | False | 5646.3 | 0 | 3815286 | 144903 | None | 3.5 Part-III P No.8 IT No. 3.5.1 | 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.
1 to 2 Module
---- including cost of all materials, labor ,HOM,l | Each | 161.66 | 161.66 | 10.0 | False | None | None | False | None | False | 1616.6 | 0 | 3815287 | 144903 | None | Part-III P No.8 IT No. 3.5.4 | 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.
6 Module
---- including cost of all materials, labor ,HOM,l | Each | 276.12 | 276.12 | 16.0 | False | None | None | False | None | False | 4417.92 | 0 | 3815288 | 144903 | None | Part-III P No.8 IT No. 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
---- including cost of all materials, labor ,HOM,l | Each | 405.92 | 405.92 | 15.0 | False | None | None | False | None | False | 6088.8 | 0 | 3815289 | 144903 | None | Part-III P No.9 IT No. 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A One Way Switch
---- including cost of all materials, labor ,HOM,l | Each | 120.36 | 120.36 | 110.0 | False | None | None | False | None | False | 13239.6 | 0 | 3815290 | 144903 | None | Part-III P No.9 IT No. 3.6.2 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A Two Way Switch
---- including cost of all materials, labor ,HOM,l | Each | 195.88 | 195.88 | 2.0 | False | None | None | False | None | False | 391.76 | 0 | 3815291 | 144903 | None | Part-III P No.9 IT No. 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6A Three Way socket
---- including cost of all materials, labor ,HOM,l | Each | 201.78 | 201.78 | 35.0 | False | None | None | False | None | False | 7062.3 | 0 | 3815292 | 144903 | None | Part-III P No.9 IT No. 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 Two Module
---- including cost of all materials, labor ,HOM,l | Each | 421.26 | 421.26 | 13.0 | False | None | None | False | None | False | 5476.38 | 0 | 3815293 | 144903 | None | Part-III P No.9 IT No. 3.6.7 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
16A One Way Switch
---- including cost of all materials, labor ,HOM,l | Each | 212.4 | 212.4 | 10.0 | False | None | None | False | None | False | 2124.0 | 0 | 3815294 | 144903 | None | Part-III P No.9 IT No. 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6/16A Universal Socket
---- including cost of all materials, labor ,HOM,l | Each | 278.48 | 278.48 | 10.0 | False | None | None | False | None | False | 2784.8 | 0 | 3815295 | 144903 | None | Part-III P No.9 IT No. 3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
TV/Telephone Socket
---- including cost of all materials, labor ,HOM,l | Each | 184.08 | 184.08 | 2.0 | False | None | None | False | None | False | 368.16 | 0 | 3815296 | 144903 | None | 5.7 Part-III P No.14 IT No.5.7.3 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.
63 A
---- including cost of all materials, labor ,HOM,l | Each | 473.18 | 473.18 | 3.0 | False | None | None | False | None | False | 1419.54 | 0 | 3815297 | 144903 | None | Part-III P No.17 IT No.5.18 Part-III P No.17 IT No | 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 SP
---- including cost of all materials, labor ,HOM,l | Each | 489.7 | 489.7 | 14.0 | False | None | None | False | None | False | 6855.8 | 0 | 3815298 | 144903 | None | Part-III P No.17 IT No.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.
6-32 A DP
---- including cost of all materials, labor ,HOM,l | Each | 872.02 | 872.02 | 2.0 | False | None | None | False | None | False | 1744.04 | 0 | 3815299 | 144903 | None | 5.19 Part-III P No.18 IT No.5.19.6 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
II - Double Door
4 Way SP & N
---- including cost of all materials, labor ,HOM,l | Each | 1798.32 | 1798.32 | 1.0 | False | None | None | False | None | False | 1798.32 | 0 | 3815300 | 144903 | None | Part-III P No.18 IT No.5.19.9 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
II - Double Door
12 Way SP & N
---- including cost of all materials, labor ,HOM,l | Each | 2748.22 | 2748.22 | 1.0 | False | None | None | False | None | False | 2748.22 | 0 | 3815301 | 144903 | None | Part-III P No.18 IT No.5.2 Part-III P No.18 IT No5 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.
32-40A 2 pole
---- including cost of all materials, labor ,HOM,l | Each | 5379.62 | 5379.62 | 1.0 | False | None | None | False | None | False | 5379.62 | 0 | 3815302 | 144903 | None | Part-III P No.30 IT No.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.
---- including cost of all materials, labor ,HOM,l | Each | 1760.56 | 1760.56 | 6.0 | False | None | None | False | None | False | 10563.36 | 0 | 3815303 | 144903 | None | Part-III P No.30 IT No.6.3 Part-III P No.30 IT No. | 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 (1200 mm) Regular model
---- including cost of all materials, labor ,HOM,l | Each | 3521.12 | 3521.12 | 13.0 | False | None | None | False | None | False | 45774.56 | 0 | 3815304 | 144903 | None | Part-III P No.36 IT No.8.3 | Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6.
---- including cost of all materials, labor ,HOM,l | m | 51.92 | 51.92 | 90.0 | False | None | None | False | None | False | 4672.8 | 0 | 3815305 | 144903 | None | Part-III P No.43 IT No.11.3 Part-III P No.43 IT No | Supplying of .feet -PVC Batten with integrated LED tube . W with high quality diffuser with Life of 25000 burning hours and 70 percent lumen maintenance with CRI less tahn 80. Power Input: 220-240V@ 50/60Hz and Power factor more than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.
LED light fitting 1 x 4' - 20/22 W
---- including cost of all materials, labor ,HOM,l | Each | 814.2 | 814.2 | 40.0 | False | None | None | False | None | False | 32568.0 | 0 | 3815306 | 144903 | None | Part-III P No.48 IT No.12.2 Part-III P No.48 IT No | Supplying and fixing one of 230 V Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote.
Ding Dong Bell
---- including cost of all materials, labor ,HOM,l | Each | 290.28 | 290.28 | 1.0 | False | None | None | False | None | False | 290.28 | 0 | 3815307 | 144903 | None | Part-III P No.54IT No.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
---- including cost of all materials, labor ,HOM,l | No | 4141.8 | 4141.8 | 3.0 | False | None | None | False | None | False | 12425.4 | 0 | 3815308 | 144903 | None | Part-III P No.54 IT No.12.58 Part-III P No.54 IT N | GI/Copper strips for grounding connections, using necessary fixing materials as required.
GI/Copper strips 25 x 3 mm GI strip
---- including cost of all materials, labor ,HOM,l | m | 96.76 | 96.76 | 60.0 | False | None | None | False | None | False | 5805.6 | 0 | 3815309 | 144903 | None | 13.7 Part-III P No.56 IT No.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
---- including cost of all materials, labor ,HOM,l | Each | 143.96 | 143.96 | 40.0 | False | None | None | False | None | False | 5758.4 | 0 | 3815310 | 144903 | None | Part-III P No.57IT No.13.10 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.
---- including cost of all materials, labor ,HOM,l | Each | 201.78 | 201.78 | 13.0 | False | None | None | False | None | False | 2623.14 | 0 | 3815311 | 144903 | None | Part-III P No.57 IT No.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.
---- including cost of all materials, labor ,HOM,l | Each | 580.56 | 580.56 | 6.0 | False | None | None | False | None | False | 3483.36 | 0 | 3815312 | 144903 | None | Part-III P No.18 IT No.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.
---- including cost of all materials, labor ,HOM,l | Each | 10920.9 | 10920.9 | 1.0 | False | None | None | False | None | False | 10920.9 | 0 | 3815313 | 144903 | None | Part-III P No.19 IT No.5.34 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound.
---- including cost of all materials, labor ,HOM,l | Each | 663.16 | 663.16 | 3.0 | False | None | None | False | None | False | 1989.48 | 0 | 3815314 | 144903 | None | Part-III P No.19 IT No.5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.
---- including cost of all materials, labor ,HOM,l | Each | 607.7 | 607.7 | 3.0 | False | None | None | False | None | False | 1823.1 | 0 | 3815315 | 144903 | None | Part-III P No.16 IT No.5.15 Part-III P No.17 IT N | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.
FOUR Pole
100 A 25 kA
---- including cost of all materials, labor ,HOM,l | Each | 10014.66 | 10014.66 | 1.0 | False | None | None | False | None | False | 10014.66 | 0 | 3815316 | 144903 | None | Part-III P No.20 IT No.5.40 Part-III P No.20 IT No | Supplying . A 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
100 A 4 x 30 x 6 mm Aluminium Strips
---- including cost of all materials, labor ,HOM,l | m | 2908.7 | 2908.7 | 1.0 | False | None | None | False | None | False | 2908.7 | 0 | 3815317 | 144903 | None | Part-III P No.20 IT No.5.41 Part-III P No.20 IT No | 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.
40 x 40 x 6 mm
---- including cost of all materials, labor ,HOM,l | m | 359.9 | 359.9 | 12.0 | False | None | None | False | None | False | 4318.8 | 0 | 3815318 | 144903 | None | Part-III P No.20 IT No.5.42 Part-III P No.20 IT No | 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.
14 SWG
---- including cost of all materials, labor ,HOM,l | cm | 0.59 | 0.59 | 80000.0 | False | None | None | False | None | False | 47200.0 | 0 | 3815319 | 144903 | None | ESCOMs SR P No.13 ESCOMs SR P No.13 IT No. 32.05 | 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
16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)
---- including cost of all materials, labor ,HOM,l | Km | 167373.56 | 167373.56 | 0.3 | False | None | None | False | None | False | 50212.068 | 0 | 3815320 | 144903 | None | ESCOMs SR P No.13 IT No.32.09 | 35 Sqmm, 3.5 Core, (14 GI Strips - 4 x 0.8 mm)
---- including cost of all materials, labor ,HOM,l | Km | 181793.16 | 181793.16 | 0.3 | False | None | None | False | None | False | 54537.948 | 0 | 3815321 | 144903 | None | WSSW SR P No.A-32 IT No.239 | HDPE pipe grade PE100-PN 10, 63mm
---- including cost of all materials, labor ,HOM,l | m | 155.76 | 155.76 | 280.0 | False | None | None | False | None | False | 43612.8 | 0 | 3815322 | 144903 | None | ESCOMs SR P No.52 ESCOMs SR P No.52 IT No. 21.06 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff
35 to 95 Sqmm
---- including cost of all materials, labor ,HOM,l | Km | 36743.48 | 36743.48 | 0.3 | False | None | None | False | None | False | 11023.044 | 0 |
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