3835148 | 146269 | None | code01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical means A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means MORTH Specofication-202 as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 387.4 | 387.4 | 23.83 | False | None | None | False | None | False | 9231.742 | 0 |
3835149 | 146269 | None | code02 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Dismantling Stone Masonry By Manual means B Rubble stone masonry in cement mortar MORTH Specofication-202 as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 860.4 | 860.4 | 29.15 | False | None | None | False | None | False | 25080.66 | 0 |
3835150 | 146269 | None | code03 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Mechanical Means A Cement Concrete Grade M-15 & M-20 MORTH Specofication-202 as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 980.3 | 980.3 | 16.47 | False | None | None | False | None | False | 16145.541 | 0 |
3835151 | 146269 | None | code04 | Dismantling doors, windows and clerestory windows (steel or wood) shut ter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 453.4 | 453.4 | 19.44 | False | None | None | False | None | False | 8814.096 | 0 |
3835152 | 146269 | None | code05 | 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 Ordinary/Soft rock upto 300 mm depth as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 398.2 | 398.2 | 108.0 | False | None | None | False | None | False | 43005.6 | 0 |
3835153 | 146269 | None | code06 | 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 In ordinary/soft rock without blasting upto 1.5 m depth as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 399.3 | 399.3 | 99.9 | False | None | None | False | None | False | 39890.07 | 0 |
3835154 | 146269 | None | code07 | 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 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Sqm | 129.8 | 129.8 | 149.5 | False | None | None | False | None | False | 19405.1 | 0 |
3835155 | 146269 | None | code08 | 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 as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 292.6 | 292.6 | 73.23 | False | None | None | False | None | False | 21427.098 | 0 |
3835156 | 146269 | None | code09 | 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. specification as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 2950.2 | 2950.2 | 8.1 | False | None | None | False | None | False | 23896.62 | 0 |
3835157 | 146269 | None | code10 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Cum | 7027.9 | 7027.9 | 42.75 | False | None | None | False | None | False | 300442.725 | 0 |
3835158 | 146269 | None | code11 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge ---- AS PER KW3 BID DOCUMENT | Sqm | 280.5 | 280.5 | 68.4 | False | None | None | False | None | False | 19186.2 | 0 |
3835159 | 146269 | None | code12 | 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) Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates as per directions of Engineer-in-charge ---- AS PER KW3 BID DOCUMENT | Cum | 6838.7 | 6838.7 | 9.72 | False | None | None | False | None | False | 66472.164 | 0 |
3835160 | 146269 | None | code13 | 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates as per directions of Engineer-in-charge ---- AS PER KW3 BID DOCUMENT | Cum | 7468.96 | 7468.96 | 8.71 | False | None | None | False | None | False | 65054.6416 | 0 |
3835161 | 146269 | None | code14 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates as per directions of Engineer-in-charge ---- AS PER KW3 BID DOCUMENT | Cum | 7527.17 | 7527.17 | 14.89 | False | None | None | False | None | False | 112079.5613 | 0 |
3835162 | 146269 | None | code15 | 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 finsishing concrete structure in line, 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) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates as per directions of Engineer-in-charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Cum | 12796.41 | 12796.41 | 3.24 | False | None | None | False | None | False | 41460.3684 | 0 |
3835163 | 146269 | None | code16 | First Floor ---- AS PER KW3 BID DOCUMENT | Cum | 12871.68 | 12871.68 | 3.24 | False | None | None | False | None | False | 41704.2432 | 0 |
3835164 | 146269 | None | code17 | Second Floor ---- AS PER KW3 BID DOCUMENT | Cum | 12946.96 | 12946.96 | 3.24 | False | None | None | False | None | False | 41948.1504 | 0 |
3835165 | 146269 | None | code18 | Terrace Floor ---- AS PER KW3 BID DOCUMENT | Cum | 12946.96 | 12946.96 | 1.3 | False | None | None | False | None | False | 16831.048 | 0 |
3835166 | 146269 | None | code19 | Plinth Beam-Class Room ---- AS PER KW3 BID DOCUMENT | Cum | 11290.95 | 11290.95 | 29.85 | False | None | None | False | None | False | 337034.8575 | 0 |
3835167 | 146269 | None | code20 | First Floor ---- AS PER KW3 BID DOCUMENT | Cum | 11328.59 | 11328.59 | 20.99 | False | None | None | False | None | False | 237787.1041 | 0 |
3835168 | 146269 | None | code21 | Second Floor ---- AS PER KW3 BID DOCUMENT | Cum | 5683.11 | 5683.11 | 20.99 | False | None | None | False | None | False | 119288.4789 | 0 |
3835169 | 146269 | None | code22 | Ground Floor ---- AS PER KW3 BID DOCUMENT | Cum | 12043.68 | 12043.68 | 8.36 | False | None | None | False | None | False | 100685.1648 | 0 |
3835170 | 146269 | None | code23 | First Floor ---- AS PER KW3 BID DOCUMENT | Cum | 12088.84 | 12088.84 | 8.36 | False | None | None | False | None | False | 101062.7024 | 0 |
3835171 | 146269 | None | code24 | Second Floor ---- AS PER KW3 BID DOCUMENT | Cum | 7280.4 | 7280.4 | 8.36 | False | None | None | False | None | False | 60864.144 | 0 |
3835172 | 146269 | None | code25 | 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 as per directions of Engineer-in-charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Tonne | 98402.7 | 98402.7 | 6.5 | False | None | None | False | None | False | 639617.55 | 0 |
3835173 | 146269 | None | code26 | First Floor ---- AS PER KW3 BID DOCUMENT | Tonne | 99386.73 | 99386.73 | 3.26 | False | None | None | False | None | False | 324000.7398 | 0 |
3835174 | 146269 | None | code27 | Second Floor ---- AS PER KW3 BID DOCUMENT | Tonne | 100370.75 | 100370.75 | 3.26 | False | None | None | False | None | False | 327208.645 | 0 |
3835175 | 146269 | None | code28 | Terrace Floor ---- AS PER KW3 BID DOCUMENT | Tonne | 101354.78 | 101354.78 | 0.13 | False | None | None | False | None | False | 13176.1214 | 0 |
3835176 | 146269 | None | code29 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or s per directions of Engineer-in-charge Ground Floor . ---- AS PER KW3 BID DOCUMENT | Sqm | 3137.2 | 3137.2 | 82.72 | False | None | None | False | None | False | 259509.184 | 0 |
3835177 | 146269 | None | code30 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 3168.57 | 3168.57 | 82.72 | False | None | None | False | None | False | 262104.1104 | 0 |
3835178 | 146269 | None | code31 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 3199.94 | 3199.94 | 82.72 | False | None | None | False | None | False | 264699.0368 | 0 |
3835179 | 146269 | None | code32 | 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 & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge ---- AS PER KW3 BID DOCUMENT | Cum | 916.67 | 916.67 | 91.42 | False | None | None | False | None | False | 83801.9714 | 0 |
3835180 | 146269 | None | code33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications as per the direction of the Engineer In charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 1441.0 | 1441.0 | 156.6 | False | None | None | False | None | False | 225660.6 | 0 |
3835181 | 146269 | None | code34 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 1455.41 | 1455.41 | 156.6 | False | None | None | False | None | False | 227917.206 | 0 |
3835182 | 146269 | None | code35 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 1469.82 | 1469.82 | 156.6 | False | None | None | False | None | False | 230173.812 | 0 |
3835183 | 146269 | None | code36 | Terrace Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 1484.23 | 1484.23 | 48.48 | False | None | None | False | None | False | 71955.4704 | 0 |
3835184 | 146269 | None | code37 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. as per directions of Engineer-in-charge -Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 1354.1 | 1354.1 | 6.72 | False | None | None | False | None | False | 9099.552 | 0 |
3835185 | 146269 | None | code38 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 1367.64 | 1367.64 | 16.26 | False | None | None | False | None | False | 22237.8264 | 0 |
3835186 | 146269 | None | code39 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 1381.18 | 1381.18 | 16.26 | False | None | None | False | None | False | 22457.9868 | 0 |
3835187 | 146269 | None | code40 | 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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 as per directions of Engineer-in-charge -Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 408.1 | 408.1 | 78.81 | False | None | None | False | None | False | 32162.361 | 0 |
3835188 | 146269 | None | code41 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 412.18 | 412.18 | 167.88 | False | None | None | False | None | False | 69196.7784 | 0 |
3835189 | 146269 | None | code42 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 416.26 | 416.26 | 167.9 | False | None | None | False | None | False | 69890.054 | 0 |
3835190 | 146269 | None | code43 | Terrace Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 420.34 | 420.34 | 48.48 | False | None | None | False | None | False | 20378.0832 | 0 |
3835191 | 146269 | None | code44 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including ounding 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 Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 402.6 | 402.6 | 184.95 | False | None | None | False | None | False | 74460.87 | 0 |
3835192 | 146269 | None | code45 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 406.23 | 406.23 | 209.76 | False | None | None | False | None | False | 85210.8048 | 0 |
3835193 | 146269 | None | code46 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 410.65 | 410.65 | 194.37 | False | None | None | False | None | False | 79818.0405 | 0 |
3835194 | 146269 | None | code47 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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. Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 343.2 | 343.2 | 118.04 | False | None | None | False | None | False | 40511.328 | 0 |
3835195 | 146269 | None | code48 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 346.63 | 346.63 | 152.83 | False | None | None | False | None | False | 52975.4629 | 0 |
3835196 | 146269 | None | code49 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 350.06 | 350.06 | 152.83 | False | None | None | False | None | False | 53499.6698 | 0 |
3835197 | 146269 | None | code50 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 324.5 | 324.5 | 31.41 | False | None | None | False | None | False | 10192.545 | 0 |
3835198 | 146269 | None | code51 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 327.75 | 327.75 | 31.41 | False | None | None | False | None | False | 10294.6275 | 0 |
3835199 | 146269 | None | code52 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 330.99 | 330.99 | 31.41 | False | None | None | False | None | False | 10396.3959 | 0 |
3835200 | 146269 | None | code53 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer in-charge. ---- AS PER KW3 BID DOCUMENT | Sqm | 28.6 | 28.6 | 1475.82 | False | None | None | False | None | False | 42208.452 | 0 |
3835201 | 146269 | None | code54 | 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 ---- AS PER KW3 BID DOCUMENT | Sqm | 191.4 | 191.4 | 463.05 | False | None | None | False | None | False | 88627.77 | 0 |
3835202 | 146269 | None | code55 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per irections of Engineer-in-charge ---- AS PER KW3 BID DOCUMENT | Sqm | 72.6 | 72.6 | 463.05 | False | None | None | False | None | False | 33617.43 | 0 |
3835203 | 146269 | None | code56 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- AS PER KW3 BID DOCUMENT | Sqm | 150.7 | 150.7 | 1012.77 | False | None | None | False | None | False | 152624.439 | 0 |
3835204 | 146269 | None | code57 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete as per directions of Engineer-in-charge. Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 977.9 | 977.9 | 5.9 | False | None | None | False | None | False | 5769.61 | 0 |
3835205 | 146269 | None | code58 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 987.68 | 987.68 | 5.9 | False | None | None | False | None | False | 5827.312 | 0 |
3835206 | 146269 | None | code59 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 997.46 | 997.46 | 5.9 | False | None | None | False | None | False | 5885.014 | 0 |
3835207 | 146269 | None | code60 | Providing & fixing of 2-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 a overall size of 60mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mmx1819mm (The cost is inclusive of all fixtures and separate charges for minor T P s shall not be made) complete as per directions of Engineer-in-charge. Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 5929.0 | 5929.0 | 12.6 | False | None | None | False | None | False | 74705.4 | 0 |
3835208 | 146269 | None | code61 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 5988.29 | 5988.29 | 12.6 | False | None | None | False | None | False | 75452.454 | 0 |
3835209 | 146269 | None | code62 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 6047.58 | 6047.58 | 12.6 | False | None | None | False | None | False | 76199.508 | 0 |
3835210 | 146269 | None | code63 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. as per directions of Engineer-in-charge. Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 184.8 | 184.8 | 279.72 | False | None | None | False | None | False | 51692.256 | 0 |
3835211 | 146269 | None | code64 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 186.65 | 186.65 | 382.03 | False | None | None | False | None | False | 71305.8995 | 0 |
3835212 | 146269 | None | code65 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 188.5 | 188.5 | 382.03 | False | None | None | False | None | False | 72012.655 | 0 |
3835213 | 146269 | None | code66 | 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. ---- AS PER KW3 BID DOCUMENT | Sqm | 152.9 | 152.9 | 51.86 | False | None | None | False | None | False | 7929.394 | 0 |
3835214 | 146269 | None | code67 | Providing & fixing of louvered ventilator made out of multi chambered UPVC Matching to RAL-9016 sections and with minimum TiO2 Titanium Dioxide) at 6PHR with TP (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 as per directions of Engineer-in-charge. Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 6290.9 | 6290.9 | 0.72 | False | None | None | False | None | False | 4529.448 | 0 |
3835215 | 146269 | None | code68 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 6353.81 | 6353.81 | 0.72 | False | None | None | False | None | False | 4574.7432 | 0 |
3835216 | 146269 | None | code69 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 6416.72 | 6416.72 | 0.72 | False | None | None | False | None | False | 4620.0384 | 0 |
3835217 | 146269 | None | code70 | 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 Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 621.5 | 621.5 | 64.8 | False | None | None | False | None | False | 40273.2 | 0 |
3835218 | 146269 | None | code71 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 627.72 | 627.72 | 296.4 | False | None | None | False | None | False | 186056.208 | 0 |
3835219 | 146269 | None | code72 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 633.93 | 633.93 | 296.4 | False | None | None | False | None | False | 187896.852 | 0 |
3835220 | 146269 | None | code73 | Providing Mathi/Nandi wood 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 as per directions of the Engineer-in-Charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 136622.2 | 136622.2 | 0.17 | False | None | None | False | None | False | 23225.774 | 0 |
3835221 | 146269 | None | code74 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 137988.42 | 137988.42 | 0.12 | False | None | None | False | None | False | 16558.6104 | 0 |
3835222 | 146269 | None | code75 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 139354.64 | 139354.64 | 0.12 | False | None | None | False | None | False | 16722.5568 | 0 |
3835223 | 146269 | None | code76 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. 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 ) as per directions of the Engineer-in-Charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 7233.6 | 7233.6 | 13.86 | False | None | None | False | None | False | 100257.696 | 0 |
3835224 | 146269 | None | code77 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 7305.94 | 7305.94 | 4.41 | False | None | None | False | None | False | 32219.1954 | 0 |
3835225 | 146269 | None | code78 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 7378.27 | 7378.27 | 4.41 | False | None | None | False | None | False | 32538.1707 | 0 |
3835226 | 146269 | None | code79 | Providing & fixing Factory made single extruded Wood Polymer Composite (WPC) solid door/window,clerestory windows & frames /chowkhat of frame size 65 x150mm.as per directions of the Engineer-in-Charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 4852.1 | 4852.1 | 11.4 | False | None | None | False | None | False | 55313.94 | 0 |
3835227 | 146269 | None | code80 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 4900.62 | 4900.62 | 11.4 | False | None | None | False | None | False | 55867.068 | 0 |
3835228 | 146269 | None | code81 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 4949.14 | 4949.14 | 11.4 | False | None | None | False | None | False | 56420.196 | 0 |
3835229 | 146269 | None | code82 | Providing & fixing Factory made 100% carpenter friendly ready to use Single Solid Plain Wood Polymer Composite (WPC) flush shutter of 35mm thickness which is anti termite and having high water absorption property. The cost includes cost of materials, transportation, labour and fixing charges as per directions of the Engineer-in-Charge Ground Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 3998.5 | 3998.5 | 3.15 | False | None | None | False | None | False | 12595.275 | 0 |
3835230 | 146269 | None | code83 | First Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 4038.49 | 4038.49 | 3.15 | False | None | None | False | None | False | 12721.2435 | 0 |
3835231 | 146269 | None | code84 | Second Floor ---- AS PER KW3 BID DOCUMENT | Sqm | 4078.47 | 4078.47 | 3.15 | False | None | None | False | None | False | 12847.1805 | 0 |
3835232 | 146269 | None | code85 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Kg | 124.3 | 124.3 | 129.6 | False | None | None | False | None | False | 16109.28 | 0 |
3835233 | 146269 | None | code86 | Providing and fixing mirror of superior glass (of approved quality) andof required shape and size with plastic moulded frame of approvedmake and shade with 6 mm thick hard board backing : Oval shape 450x350 mm (outer dimensions) as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Each | 1172.6 | 1172.6 | 3.0 | False | None | None | False | None | False | 3517.8 | 0 |
3835234 | 146269 | None | code87 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately )as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Sqm | 4852.1 | 4852.1 | 126.0 | False | None | None | False | None | False | 611364.6 | 0 |
3835235 | 146269 | None | code88 | Providing and fixing water closet squatting pan (Indian type W.C. pan )with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests )as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Each | 5372.4 | 5372.4 | 6.0 | False | None | None | False | None | False | 32234.4 | 0 |
3835236 | 146269 | None | code89 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings.Flat back wash basin of size 630x450 mm as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Each | 1084.6 | 1084.6 | 3.0 | False | None | None | False | None | False | 3253.8 | 0 |
3835237 | 146269 | None | code90 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI: 12701, colour of opaque white or as approved by Engineer-in-charge the rate includes making necessary holes for inlet, outlet & over flow pipes. The base support /c fittings & fixtures for tank shall be paid separately as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | l | 9.9 | 9.9 | 1000.0 | False | None | None | False | None | False | 9900.0 | 0 |
3835238 | 146269 | None | code91 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes 100 mm diameter as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Mtr | 320.1 | 320.1 | 60.0 | False | None | None | False | None | False | 19206.0 | 0 |
3835239 | 146269 | None | code92 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete as per directions of the Engineer-in-Charge Brace Bib Cock ---- AS PER KW3 BID DOCUMENT | Nos | 335.5 | 335.5 | 4.0 | False | None | None | False | None | False | 1342.0 | 0 |
3835240 | 146269 | None | code93 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 20mm pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, including fixing the pipe and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc as per directions of the Engineer-in-Charge -Cpvc 20mm pipe ---- AS PER KW3 BID DOCUMENT | Mtr | 238.7 | 238.7 | 150.0 | False | None | None | False | None | False | 35805.0 | 0 |
3835241 | 146269 | None | code94 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) 25mm pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, including fixing the pipe and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete(concealed work including cutting chases and good the walls etc-Cpvc 25mm pipe ---- AS PER KW3 BID DOCUMENT | Mtr | 325.6 | 325.6 | 150.0 | False | None | None | False | None | False | 48840.0 | 0 |
3835242 | 146269 | None | code95 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Nos | 797.5 | 797.5 | 3.0 | False | None | None | False | None | False | 2392.5 | 0 |
3835243 | 146269 | None | code96 | Providing and fixing 100 mm sand cast Iron grating for gully trap) as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Nos | 51.7 | 51.7 | 6.0 | False | None | None | False | None | False | 310.2 | 0 |
3835244 | 146269 | None | code97 | 13.4-Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Nos | 940.5 | 940.5 | 3.0 | False | None | None | False | None | False | 2821.5 | 0 |
3835245 | 146269 | None | code98 | Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length, 20 mm nominal bore as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Each | 121.0 | 121.0 | 4.0 | False | None | None | False | None | False | 484.0 | 0 |
3835246 | 146269 | None | code99 | S.C.I. gully or nahani grating 100 mm dia as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Each | 35.2 | 35.2 | 10.0 | False | None | None | False | None | False | 352.0 | 0 |
3835247 | 146269 | None | code100 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible Pipe 32 mm dia as per directions of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Each | 101.2 | 101.2 | 5.0 | False | None | None | False | None | False | 506.0 | 0 |
3835248 | 146269 | None | code101 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x 250 mm of the Engineer-in-Charge ---- AS PER KW3 BID DOCUMENT | Each | 3279.1 | 3279.1 | 1.0 | False | None | None | False | None | False | 3279.1 | 0 |
3835249 | 146269 | None | code102 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 299.2 | 299.2 | 6.0 | False | None | None | False | None | False | 1795.2 | 0 |
3835250 | 146269 | None | code103 | Flushing Cistern P.V.C. 10 lts capacity (low level) (White) (with fittings, accessories and flush pipe).Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Nos | 687.5 | 687.5 | 6.0 | False | None | None | False | None | False | 4125.0 | 0 |
3835251 | 146269 | None | code104 | Supplying of recess mounting non integral type LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI 70%. efficacy 100 lumen per W, 120degree beam spread, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition LED modular down light 1'x4' 34-36W-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 5898.0 | 5898.0 | 4.0 | False | None | None | False | None | False | 23592.0 | 0 |
3835252 | 146269 | None | code105 | Fixing all types and all capacities of fluorescent / fales ceiling /spot light /CFL / LED fittings indoor on the wall /ceiling / refters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 122.0 | 122.0 | 4.0 | False | None | None | False | None | False | 488.0 | 0 |
3835253 | 146269 | None | code106 | Open Conduit System: Supplying …. Mm dia 2mm2.5mm Thick heavy gauge PVC conduit pipe with suitable size bends, metal/PVC junction boxes adhesive paste etc… and running before concreting th eslab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be convered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary-Engineer - in - charge -60.1-1.1.1) 19/20mm dia 2mm thick ---- AS PER KW3 BID DOCUMENT | Mtr | 69.0 | 69.0 | 150.0 | False | None | None | False | None | False | 10350.0 | 0 |
3835254 | 146269 | None | code107 | 60.2-1.1.2) 25mm dia 2mm thick ---- AS PER KW3 BID DOCUMENT | Mtr | 81.0 | 81.0 | 120.0 | False | None | None | False | None | False | 9720.0 | 0 |
3835255 | 146269 | None | code108 | Wiring for lighting /power circuit using one of PVC insulated 1100v grade,multis and Copper conductor single core cable in open or consealed system of wiring--Engineer - in - charge 2.3.2) 1.5 sqmm ---- AS PER KW3 BID DOCUMENT | Mtr | 26.0 | 26.0 | 250.0 | False | None | None | False | None | False | 6500.0 | 0 |
3835256 | 146269 | None | code109 | 2.3.3) 2.5 sqmm ---- AS PER KW3 BID DOCUMENT | Mtr | 42.0 | 42.0 | 250.0 | False | None | None | False | None | False | 10500.0 | 0 |
3835257 | 146269 | None | code110 | 2.3.4) 4 sqmm ---- AS PER KW3 BID DOCUMENT | Mtr | 63.0 | 63.0 | 100.0 | False | None | None | False | None | False | 6300.0 | 0 |
3835258 | 146269 | None | code111 | Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 50 LPH : Cabin Type-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 44000.0 | 44000.0 | 1.0 | False | None | None | False | None | False | 44000.0 | 0 |
3835259 | 146269 | None | code112 | CONCEALED CONDUIT SYSTEM: Supplying heavy gauge PVC conduit pipe ....... dia ....... mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws-Engineer - in - charge -1.2.1-19/20mm dia 2mm thick ---- AS PER KW3 BID DOCUMENT | Each | 66.0 | 66.0 | 220.0 | False | None | None | False | None | False | 14520.0 | 0 |
3835260 | 146269 | None | code113 | 1.2.2-25mm dia 2mm thick ---- AS PER KW3 BID DOCUMENT | Each | 78.0 | 78.0 | 200.0 | False | None | None | False | None | False | 15600.0 | 0 |
3835261 | 146269 | None | code114 | Supplying and fixing sheet Metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.1.4.1-75x75x65mm ---- AS PER KW3 BID DOCUMENT | Each | 106.0 | 106.0 | 80.0 | False | None | None | False | None | False | 8480.0 | 0 |
3835262 | 146269 | None | code115 | 1.4.3-135x75x65mm-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 139.0 | 139.0 | 50.0 | False | None | None | False | None | False | 6950.0 | 0 |
3835263 | 146269 | None | code116 | Supplying and fixing PVC/metal conduit Deep junction box-1.5.1-19/20mm deep junction box-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 49.0 | 49.0 | 150.0 | False | None | None | False | None | False | 7350.0 | 0 |
3835264 | 146269 | None | code117 | 1.5.2-25mm deep junction box-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 56.0 | 56.0 | 120.0 | False | None | None | False | None | False | 6720.0 | 0 |
3835265 | 146269 | None | code118 | 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. Engineer - in - charge-1.7.1-upto 50mm conduit in brick wall-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Mtr | 29.0 | 29.0 | 200.0 | False | None | None | False | None | False | 5800.0 | 0 |
3835266 | 146269 | None | code119 | Supplying And Fixing "S" Hook made out of 14 mm dia M.S. Rod.-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Nos | 52.0 | 52.0 | 16.0 | False | None | None | False | None | False | 832.0 | 0 |
3835267 | 146269 | None | code120 | Suplplying and fixing Metal fan box with round hook.-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Nos | 117.0 | 117.0 | 16.0 | False | None | None | False | None | False | 1872.0 | 0 |
3835268 | 146269 | None | code121 | Point wiring using copper wire with switch: Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP 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.-Engineer - in - charge-2.1.1-a) Short point upto 3Mtrs from tapping point to out let via switch-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Point | 285.0 | 285.0 | 60.0 | False | None | None | False | None | False | 17100.0 | 0 |
3835269 | 146269 | None | code122 | 2.1.2-b) Medium point above 3Mtrs upto 6Mtr from Tapping point to out let via switch-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Point | 394.0 | 394.0 | 50.0 | False | None | None | False | None | False | 19700.0 | 0 |
3835270 | 146269 | None | code123 | 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:confirming to latest amendments. I Group A-2.3.1) 1.0 sqmm ---- AS PER KW3 BID DOCUMENT | Mtr | 19.0 | 19.0 | 120.0 | False | None | None | False | None | False | 2280.0 | 0 |
3835271 | 146269 | None | code124 | 2.3.3) 2.5 Sqmm-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Mtr | 42.0 | 42.0 | 100.0 | False | None | None | False | None | False | 4200.0 | 0 |
3835272 | 146269 | None | code125 | 2.3.4) 4.0 sqmm-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Mtr | 63.0 | 63.0 | 80.0 | False | None | None | False | None | False | 5040.0 | 0 |
3835273 | 146269 | None | code126 | 2.3.5) 6.0 sqmm-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Mtr | 92.0 | 92.0 | 50.0 | False | None | None | False | None | False | 4600.0 | 0 |
3835274 | 146269 | None | code127 | 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-3.5.1) 1 to 3 module ---- AS PER KW3 BID DOCUMENT | Each | 137.0 | 137.0 | 50.0 | False | None | None | False | None | False | 6850.0 | 0 |
3835275 | 146269 | None | code128 | 3.5.2) 4 module-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 161.0 | 161.0 | 30.0 | False | None | None | False | None | False | 4830.0 | 0 |
3835276 | 146269 | None | code129 | 3.5.3) 6 module-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 175.0 | 175.0 | 22.0 | False | None | None | False | None | False | 3850.0 | 0 |
3835277 | 146269 | None | code130 | 3.5.4) 8 module-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 234.0 | 234.0 | 18.0 | False | None | None | False | None | False | 4212.0 | 0 |
3835278 | 146269 | None | code131 | 3.5.5) 10-12 module-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 284.0 | 284.0 | 18.0 | False | None | None | False | None | False | 5112.0 | 0 |
3835279 | 146269 | None | code132 | 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.-5.18.1) 6-32 Amps SP ---- AS PER KW3 BID DOCUMENT | Each | 415.0 | 415.0 | 3.0 | False | None | None | False | None | False | 1245.0 | 0 |
3835280 | 146269 | None | code133 | 5.18.2) 40 Amps SP ---- AS PER KW3 BID DOCUMENT | Each | 793.0 | 793.0 | 3.0 | False | None | None | False | None | False | 2379.0 | 0 |
3835281 | 146269 | None | code134 | 5.18.4) 6-32 Amps DP ---- AS PER KW3 BID DOCUMENT | Each | 739.0 | 739.0 | 4.0 | False | None | None | False | None | False | 2956.0 | 0 |
3835282 | 146269 | None | code135 | 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 ---- AS PER KW3 BID DOCUMENT | Each | 2984.0 | 2984.0 | 16.0 | False | None | None | False | None | False | 47744.0 | 0 |
3835283 | 146269 | None | code136 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. ---- AS PER KW3 BID DOCUMENT | Each | 357.0 | 357.0 | 16.0 | False | None | None | False | None | False | 5712.0 | 0 |
3835284 | 146269 | None | code137 | 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 circuit in Therma lMagnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (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.Three Pole-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 6086.0 | 6086.0 | 2.0 | False | None | None | False | None | False | 12172.0 | 0 |
3835285 | 146269 | None | code138 | Chemical earthing for grounding. Conduits @ cutouts other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superor Fault conduction capacity, non toxic, weather resistance & capable of achiveing ohmic value less than one I ohm Using 6ft. Copper bonded rod with backfill compound-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 6230.0 | 6230.0 | 4.0 | False | None | None | False | None | False | 24920.0 | 0 |
3835286 | 146269 | None | code139 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 4C x 6 mm2 ---- AS PER KW3 BID DOCUMENT | Mtr | 328.0 | 328.0 | 150.0 | False | None | None | False | None | False | 49200.0 | 0 |
3835287 | 146269 | None | code140 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Cum | 266.2 | 266.2 | 54.0 | False | None | None | False | None | False | 14374.8 | 0 |
3835288 | 146269 | None | code141 | Supplying and Fixing........mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires--Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 1478.0 | 1478.0 | 20.0 | False | None | None | False | None | False | 29560.0 | 0 |
3835289 | 146269 | None | code142 | Supplying and fixing regular MCB distribution boards on wall/wood board / flush mounting using required clA, 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. -Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 6091.0 | 6091.0 | 2.0 | False | None | None | False | None | False | 12182.0 | 0 |
3835290 | 146269 | None | code143 | Supplying and fixing of slim box fitting, made out of CRCA Sheet metal body with locking type holder completely wired. Excluding Ballast & Fluorescent Tube.-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Each | 361.0 | 361.0 | 20.0 | False | None | None | False | None | False | 7220.0 | 0 |
3835291 | 146269 | None | code144 | Supplying and fixing/replacing of fluorescent tube.-Engineer - in - charge ---- AS PER KW3 BID DOCUMENT | Nos | 242.0 | 242.0 | 20.0 | False | None | None | False | None | False | 4840.0 | 0 |
3835292 | 146269 | None | code145 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 0.50 HP/0.37kW - 5 STG(stage) ---- AS PER KW3 BID DOCUMENT | Nos | 10170.0 | 10170.0 | 1.0 | False | None | None | False | None | False | 10170.0 | 0 |