| 1710148193000 | 0 | None | None | Other Works | Construction of Commercial complex , Lift for office and Roads in Moodabidre TMC limits under Amrutha Nagarothana phase 4 | 13374266.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2986418 | 99100 | None | code01 | 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. PWD SR 2023-24 Vol 1 P.No 05 I.No 1.4.1 | Cum | 271.04 | 271.04 | 370.07 | False | None | None | False | None | False | 100303.7728 | 0 | | 2986419 | 99100 | None | code02 | 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. PWD SR 2023-24 Vol 1 P.No 08 I.No 1.14.1 | Cum | 114.24 | 114.24 | 1020.0 | False | None | None | False | None | False | 116524.8 | 0 | | 2986420 | 99100 | 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 Prestressed / RCC grade M-20 & above. PWD SR 2023-24 Vol 3 P.No 10 I.No 2.8B | Cum | 1240.96 | 1240.96 | 115.0 | False | None | None | False | None | False | 142710.4 | 0 | | 2986421 | 99100 | None | code04 | 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 40 mm nominal size graded crushed coarse aggregates. PWD SR 2023-24 Vol 1 P.No 15 I.No 2.1.3 | Cum | 6707.68 | 6707.68 | 60.74 | False | None | None | False | None | False | 407424.4832 | 0 | | 2986422 | 99100 | None | code05 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 5%. PWD SR 2023-24 Vol 1 P.No 16 I.No 2.4.2 | Cum | 7435.84 | 7435.84 | 39.58 | False | None | None | False | None | False | 294310.5472 | 0 | | 2986423 | 99100 | None | code06 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For PB & Slab form works consider 50%. PWD SR 2023-24 Vol 1 P.No 17 I.No 2.4.2 | Cum | 10622.64 | 10622.64 | 94.87 | False | None | None | False | None | False | 1007769.8568 | 0 | | 2986424 | 99100 | None | code07 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For column form works consider 70%. PWD SR 2023-24 Vol 1 P.No 17 I.No 2.4.2 | Cum | 12038.99 | 12038.99 | 29.59 | False | None | None | False | None | False | 356233.7141 | 0 | | 2986425 | 99100 | None | code08 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Roof beam form works consider 60%. PWD SR 2023-24 Vol 1 P.No 17 I.No 2.4.2 | Cum | 11330.81 | 11330.81 | 43.61 | False | None | None | False | None | False | 494136.6241 | 0 | | 2986426 | 99100 | None | code09 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Form Work
As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Roof beam form works consider 10%. PWD SR 2023-24 Vol 1 P.No 17 I.No 2.4.2 | Cum | 7789.93 | 7789.93 | 85.0 | False | None | None | False | None | False | 662144.05 | 0 | | 2986427 | 99100 | None | code10 | 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 Buildings. As per SR 2023-24 Vol 1 Page no.18 slno.2.11 A | Tonne | 100191.84 | 100191.84 | 32.47 | False | None | None | False | None | False | 3253229.0448 | 0 | | 2986428 | 99100 | None | code11 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with both side prelam. PWD SR 2023-24 Vol 2 P.No 104 I.No 12.55.2 | Sqm | 2649.92 | 2649.92 | 7.56 | False | None | None | False | None | False | 20033.3952 | 0 | | 2986429 | 99100 | None | code12 | Providing and constructing laterite stone masonry including cost and coveyance of all materials curing etc. as per specifications IS 3620/1979 having compressive strength not less than 3.5N /m2 for saturated dry samples- For Super structure in CM 1:6. PWD SR 2023-24 Vol 2 P.No 09 I.No 5.7 | Cum | 7565.6 | 7565.6 | 63.32 | False | None | None | False | None | False | 479053.792 | 0 | | 2986430 | 99100 | None | code13 | 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.PWD SR 2023-24 Vol 2 P.No 83 I.No 11.25.1 | Kgs | 126.56 | 126.56 | 1596.0 | False | None | None | False | None | False | 201989.76 | 0 | | 2986431 | 99100 | None | code14 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. PWD SR 2023-24 Vol 2 P.No 41 I.No 8.2.2 | Sqm | 312.48 | 312.48 | 1323.77 | False | None | None | False | None | False | 413651.6496 | 0 | | 2986432 | 99100 | None | code15 | 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. PWD SR 2023-24 Vol 2 P.No 45 I.No 8.25 | Sqm | 153.44 | 153.44 | 1002.42 | False | None | None | False | None | False | 153811.3248 | 0 | | 2986433 | 99100 | None | code16 | 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. PWD SR 2023-24 Vol 2 P.No 46 I.No 8.30 | Sqm | 194.88 | 194.88 | 275.15 | False | None | None | False | None | False | 53621.232 | 0 | | 2986434 | 99100 | None | code17 | 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. Size of Tile 600x600 mm. PWD SR 2023-24 Vol 2 P.No 60 I.No 9.12.2 | Sqm | 1282.4 | 1282.4 | 290.76 | False | None | None | False | None | False | 372870.624 | 0 | | 2986435 | 99100 | None | code18 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. PWD SR 2023-24 Vol 2 P.No 131 I.No 14.3.1 | No | 6694.24 | 6694.24 | 2.0 | False | None | None | False | None | False | 13388.48 | 0 | | 2986436 | 99100 | None | code19 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. PWD SR 2023-24 Vol 2 P.No 119 I.No 13.12 | Nos | 711.2 | 711.2 | 2.0 | False | None | None | False | None | False | 1422.4 | 0 | | 2986437 | 99100 | None | code20 | Providing and fixing CPVC pipes, having thermal stability for hot and cold water suply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge . Concealed work , including cutting chases and making good the wall etc.,32 mm dia nominal pipes. PWD SR 2023-24 Vol 2 P.No 122 I.No 13.32.4 | Cum | 623.84 | 623.84 | 50.0 | False | None | None | False | None | False | 31192.0 | 0 | | 2986438 | 99100 | None | code21 | Providing and placing on terrace (at all floor levels) polythelene water storage tank IS 12701 marked with cover and suitable locking arrangements and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support of tank. PWD SR 2023-24 Vol 2 P.No 122 I.No 13.32.4 | l | 10.08 | 10.08 | 500.0 | False | None | None | False | None | False | 5040.0 | 0 | | 2986439 | 99100 | None | code22 | Providing and fixing on wallface unplastisised rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion single soaked pipes 100 mm dia. PWD SR 2023-24 Vol 2 P.No 125 I.No 13.48 | m | 325.92 | 325.92 | 28.8 | False | None | None | False | None | False | 9386.496 | 0 | | 2986440 | 99100 | None | code23 | 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. PWD SR 2023-24 Vol 2 P.No 60 I.No 9.11 | Sqm | 995.68 | 995.68 | 10.93 | False | None | None | False | None | False | 10882.7824 | 0 | | 2986441 | 99100 | None | code24 | Providing and fixing 1st quality ceramic glazed wall 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. PWD SR 2023-24 Vol 2 P.No 71 I.No 10.14 | Sqm | 1238.72 | 1238.72 | 12.6 | False | None | None | False | None | False | 15607.872 | 0 | | 2986442 | 99100 | None | code25 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.PWD SR 2023-24 Vol 2 P.No 78 I.No 11.6.1 | Sqm | 2948.96 | 2948.96 | 132.84 | False | None | None | False | None | False | 391739.8464 | 0 | | 2986443 | 99100 | None | code26 | Concealed Conduit System- Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm 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.1.2.1 page no.02 | m | 66.0 | 66.0 | 200.0 | False | None | None | False | None | False | 13200.0 | 0 | | 2986444 | 99100 | None | code27 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mmthick 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. 19/20 mm dia 2 mm thick.1.3.1 page no.02 | m | 68.0 | 68.0 | 200.0 | False | None | None | False | None | False | 13600.0 | 0 | | 2986445 | 99100 | None | code28 | Point wiring using Copper wire without switch.-Supplying and wiring adopting loop system in existing PVC Conduit /casing caping casing caping using 2x1.5Sqmm (Phase & Neutural) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire without control switch shall be fixed on the exisiting plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.complete for each outlet. - Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Medium point above 3m upto 6m from tapping point to out let via switch box | Point | 379.0 | 379.0 | 29.0 | False | None | None | False | None | False | 10991.0 | 0 | | 2986446 | 99100 | None | code29 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping 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) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Long point above 6m upto 10m from tapping point to out let via.2.2.3 page no.05
switch box | Point | 555.0 | 555.0 | 29.0 | False | None | None | False | None | False | 16095.0 | 0 | | 2986447 | 99100 | None | code30 | 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. 1 mm2.2.3.1 page no.05 | m | 19.0 | 19.0 | 150.0 | False | None | None | False | None | False | 2850.0 | 0 | | 2986448 | 99100 | None | code31 | 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. 4 mm2.2.3.4 page no.05 | m | 63.0 | 63.0 | 150.0 | False | None | None | False | None | False | 9450.0 | 0 | | 2986449 | 99100 | None | code32 | 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.3.4.1 page no.08 | Each | 138.0 | 138.0 | 23.0 | False | None | None | False | None | False | 3174.0 | 0 | | 2986450 | 99100 | None | code33 | 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 4-5 way.3.4.3 page no.08 | Each | 177.0 | 177.0 | 15.0 | False | None | None | False | None | False | 2655.0 | 0 | | 2986451 | 99100 | None | code34 | 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.3.5.1 page no.08 | Each | 137.0 | 137.0 | 16.0 | False | None | None | False | None | False | 2192.0 | 0 | | 2986452 | 99100 | None | code35 | 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.3.5.4 page no.08 | Each | 234.0 | 234.0 | 16.0 | False | None | None | False | None | False | 3744.0 | 0 | | 2986453 | 99100 | None | code36 | Wiring for lighting/power circuit using 2.5 sqmm 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 ammendments. 2.5 mm2.2.3.3 page no.05 | m | 42.0 | 42.0 | 125.0 | False | None | None | False | None | False | 5250.0 | 0 | | 2986454 | 99100 | None | code37 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.-6Amps one way Switch.3.6.1 page no.09 | Each | 102.0 | 102.0 | 16.0 | False | None | None | False | None | False | 1632.0 | 0 | | 2986455 | 99100 | None | code38 | 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.3.5.6 page no.05 | Each | 344.0 | 344.0 | 19.0 | False | None | None | False | None | False | 6536.0 | 0 | | 2986456 | 99100 | None | code39 | Supplying of feet PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI GT 80. Power Input: 220-240V@ 50/60Hz & Power factor GT0.9 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.11.3.2 page no.43 | Each | 690.0 | 690.0 | 15.0 | False | None | None | False | None | False | 10350.0 | 0 | | 2986457 | 99100 | None | code40 | Supplying of .....feet -PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI GT80. Power Input: 220-240V@ 50/60Hz & Power factor GT0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 2' - 9/10 W.11.3.1 page no.43 | Each | 551.0 | 551.0 | 26.0 | False | None | None | False | None | False | 14326.0 | 0 | | 2986458 | 99100 | None | code41 | Supplying and fixing 6-32Amps SP 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.5.18.1 page no.17 | Each | 415.0 | 415.0 | 16.0 | False | None | None | False | None | False | 6640.0 | 0 | | 2986459 | 99100 | None | code42 | 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.6.1 page no.30 | Each | 1492.0 | 1492.0 | 11.0 | False | None | None | False | None | False | 16412.0 | 0 | | 2986460 | 99100 | None | code43 | 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 48" Sweep (1200 mm) Regular model. 6.3.1 page no.30 | No | 2984.0 | 2984.0 | 4.0 | False | None | None | False | None | False | 11936.0 | 0 | | 2986461 | 99100 | None | code44 | LT AC 3 Phase 4 Wire, 10-60 Amps smart Energy Meter, Class 1.0 Accuracy with RF communication Module. Bescom Part III : Common SR-2023-24, Page No. 24, IT No. 53.17 | No | 3282.0 | 3282.0 | 12.0 | False | None | None | False | None | False | 39384.0 | 0 | | 2986462 | 99100 | None | code45 | 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. PWD SR 2023-24 Vol 1 P.No 8 I.No 1.12 | Cum | 106.4 | 106.4 | 213.03 | False | None | None | False | None | False | 22666.392 | 0 | | 2986463 | 99100 | None | code46 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. PWD SR 2023-24 Vol 3 P.No 17 I.No 3.6 | Cum | 552.16 | 552.16 | 150.19 | False | None | None | False | None | False | 82928.9104 | 0 | | 2986464 | 99100 | None | code47 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For grading II material. PWD SR 2021-22 Vol 3 P.No 19 I.No 4.1 | Cum | 2867.2 | 2867.2 | 21.0 | False | None | None | False | None | False | 60211.2 | 0 | | 2986465 | 99100 | None | code48 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD SR 2023-24 Vol 3 P.No 26 I.No 4.27 | Cum | 2866.08 | 2866.08 | 103.94 | False | None | None | False | None | False | 297900.3552 | 0 | | 2986466 | 99100 | None | code49 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. PWD SR 2021-22 Vol 3 P.No 29 I.No 5.1 | Sqm | 45.92 | 45.92 | 140.0 | False | None | None | False | None | False | 6428.8 | 0 | | 2986467 | 99100 | None | code50 | Tack coat on Granular surface treated with primer, Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2
on the prepared bituminous surface cleaned with mechanical broom. PWD SR 2021-22 Vol 3 P.No 29 I.No 5.4 | Sqm | 15.68 | 15.68 | 560.0 | False | None | None | False | None | False | 8780.8 | 0 | | 2986468 | 99100 | None | code51 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and
finishing the surface to form a smooth continuous surface, all as per clause 3004.2(ii) For Grading II Material. PWD SR 2021-22 Vol 3 P.No 91 I.No 10.5B | Sqm | 477.12 | 477.12 | 21.0 | False | None | None | False | None | False | 10019.52 | 0 | | 2986469 | 99100 | None | code52 | Bituminous Macadam Grading - II for traffic LS 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. PWD SR 2021-22 Vol 3 P.No 33 I.No 5.8 C | Cum | 8580.32 | 8580.32 | 28.0 | False | None | None | False | None | False | 240248.96 | 0 | | 2986470 | 99100 | None | code53 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and
rolled as per MoRTH V revision. PWD SR 2021-22 Vol 3 P.No 43 I.No 5.31 | Cum | 11370.24 | 11370.24 | 14.0 | False | None | None | False | None | False | 159183.36 | 0 | | 2986471 | 99100 | None | code54 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Form Work:- As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Retaining wall form works consider 10%. PWD SR 2021-22 Vol 1 P.No 17 I.No 2.4.2 | Cum | 9560.37 | 9560.37 | 40.05 | False | None | None | False | None | False | 382892.8185 | 0 | | 2986472 | 99100 | None | code55 | 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 SR 2023-24 Vol 1 Page no.18 slno.2.11 H | Tonne | 88492.32 | 88492.32 | 5.0 | False | None | None | False | None | False | 442461.6 | 0 | | 2986473 | 99100 | None | code56 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. PWD SR 2023-24 Vol 3 P.No 149 I.No 16.28 | Cum | 7564.48 | 7564.48 | 75.94 | False | None | None | False | None | False | 574446.6112 | 0 | | 2986474 | 99100 | None | code57 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Form Work:- As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35%. PWD SR 2021-22 Vol 1 P.No 17 I.No 2.4.2 | Cum | 9560.38 | 9560.38 | 43.32 | False | None | None | False | None | False | 414155.6616 | 0 | | 2986475 | 99100 | None | code58 | 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. PWD SR 2023-24 Vol 2 P.No 17 I.No 6.32 | Sqm | 1467.2 | 1467.2 | 96.0 | False | None | None | False | None | False | 140851.2 | 0 | | 2986476 | 99100 | None | code59 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: Heavy Duty GI pipe of 100mm dia. PWD SR 2023-24, Volume- 5, Page no. 128, Item no. 11.3.9 | m | 1581.44 | 1581.44 | 16.8 | False | None | None | False | None | False | 26568.192 | 0 | | 2986477 | 99100 | None | code60 | 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. PWD SR 2023-24, Volume- 5, Page no. 157, Item no. 13.39 | Job | 4200.0 | 4200.0 | 2.0 | False | None | None | False | None | False | 8400.0 | 0 | | 2986478 | 99100 | None | code61 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch. 3.6.8 page no.5 | Each | 249.0 | 249.0 | 1.0 | False | None | None | False | None | False | 249.0 | 0 | | 2986479 | 99100 | None | code62 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts,nuts etc., with provision for fixing suitable type capacityMCB's single phase/3 phase/single door with powder coated
painting Made out of 14 SWG MS enclosure.12 Way SP & N. 5.19.4 page no.18 | Each | 1863.0 | 1863.0 | 1.0 | False | None | None | False | None | False | 1863.0 | 0 | | 2986480 | 99100 | None | code63 | Design,supplying,erecting testing and commissioning of-Passenger/Bed-cum-passenger hospital lift with speed of 1 mtr per second, variable voltage variable frequency drive,with or without machine room for the available wellsize, operating at 415V3phase 50cycles ACsupply, powdercoated/StainlessSteel car entrance doors enclosures with suitable colour vinylflooring, LEDcarillumination,emergencylight,intercomandfanasdesiredbytheuser,centralopening/sideopeningdoor with or without attendant operation,7segment displaybuttons, callregisterindicator,firemandrive,SS handrails insidecar,ful llength infrared curtain incardoor,automaticrescuedevicewithbatteries,voiceannouncinginregional/internationallanguages,Braillebuttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail,counterweightetc.,The total product and services shall adhere to IS14665/2016(withlatestamendments)part/section1to5 with regards to general guidelines offire safety rated doors,MRLLbeams,pressure switch,manual change over for doors during emergency,ARDof10 times with sufficient battery backup and standard dimensions of chair car and door openings for all sizes and capacities of lifts including fitness certificate and duly observing all other safety norms prescribed and adhere to CPWD specifications, PCBNorms, NationalElectricityCode(NEC),NBC-2016, IECandKarnatakaStateLifts, Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka B.With Machine Room-PC Finish 6 Passengers 3 Stops | Each | 1295114.0 | 1295114.0 | 1.0 | False | None | None | False | None | False | 1295114.0 | 0 |
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