1709185687000 | 0 | None | None | Other Works | Construction of Roads,Drains and building improvement works at Ullala CMC limits under Amruth Nagaothana Phase 4 scheme | 30299548.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2853334 | 92604 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. Depth exceeding 3m, but not exceeding 4.5 m.PWD SR 2023-24 Vol 1 P.No 06 I.No 1.5.3 | Cum | 660.8 | 660.8 | 260.1 | False | None | None | False | None | False | 171874.08 | 0 | 2853335 | 92604 | None | code02 | 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 | 259.38 | False | None | None | False | None | False | 1739838.0384 | 0 | 2853336 | 92604 | None | code03 | 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 2023-24 Vol 1 P.No 16 I.No 2.4.2 | Cum | 7789.93 | 7789.93 | 209.49 | False | None | None | False | None | False | 1631912.4357 | 0 | 2853337 | 92604 | None | code04 | 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 H | Tonne | 88492.32 | 88492.32 | 56.41 | False | None | None | False | None | False | 4991851.7712 | 0 | 2853338 | 92604 | None | code05 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification:- Granualr material.PWD SR 2023-24 Vol 3 P.No 117 I.No 12.3 | Cum | 1308.16 | 1308.16 | 182.0 | False | None | None | False | None | False | 238085.12 | 0 | 2853339 | 92604 | 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 drain form works consider 5%. PWD SR 2021-22 Vol 1 P.No 16 I.No 2.4.2 | Cum | 7435.84 | 7435.84 | 67.33 | False | None | None | False | None | False | 500655.1072 | 0 | 2853340 | 92604 | None | code07 | 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.PWD SR 2021-22 Vol 2 P.No 83 I.No 11.28 | Kg | 632.8 | 632.8 | 206.973 | False | None | None | False | None | False | 130972.5144 | 0 | 2853341 | 92604 | None | code08 | 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 | 1299.07 | False | None | None | False | None | False | 138221.048 | 0 | 2853342 | 92604 | None | code09 | 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 | 235.7099 | False | None | None | False | None | False | 130149.578384 | 0 | 2853343 | 92604 | None | code10 | 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 2023-24 Vol 3 P.No 23 I.No 4.1 ii | Cum | 2867.2 | 2867.2 | 472.35 | False | None | None | False | None | False | 1354321.92 | 0 | 2853344 | 92604 | None | code11 | 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 | 314.9 | False | None | None | False | None | False | 902528.592 | 0 | 2853345 | 92604 | None | code12 | 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 | 528.1 | False | None | None | False | None | False | 3994801.888 | 0 | 2853346 | 92604 | None | code13 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.PWD SR 2023-24 Vol 3 P.No 51 I.No 6.8.2 | Sqm | 1300.32 | 1300.32 | 432.0 | False | None | None | False | None | False | 561738.24 | 0 | 2853347 | 92604 | None | code14 | 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 | 2118.34 | False | None | None | False | None | False | 574154.8736 | 0 | 2853348 | 92604 | None | code15 | 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 | 509.1 | False | None | None | False | None | False | 4867184.367 | 0 | 2853349 | 92604 | None | code16 | 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 | 137.56 | False | None | None | False | None | False | 170706.4576 | 0 | 2853350 | 92604 | None | code17 | 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 | 15.93 | False | None | None | False | None | False | 1596056.0112 | 0 | 2853351 | 92604 | None | code18 | 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 | 80.9 | False | None | None | False | None | False | 612057.04 | 0 | 2853352 | 92604 | None | code19 | 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 | 861.0 | False | None | None | False | None | False | 108968.16 | 0 | 2853353 | 92604 | None | code20 | 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 | 1637.4 | False | None | None | False | None | False | 251242.656 | 0 | 2853354 | 92604 | None | code21 | 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 | 664.98 | False | None | None | False | None | False | 129591.3024 | 0 | 2853355 | 92604 | None | code22 | Providing and laying Polished Sadarahalli Grey 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 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1cement : 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.PWD SR 2023-24 Vol 2 P.No 64 I.No 9.31 | Sqm | 2335.2 | 2335.2 | 465.38 | False | None | None | False | None | False | 1086755.376 | 0 | 2853356 | 92604 | None | code23 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications.PWD SR 2023-24 Vol 2 P.No 88 I.No 11.35.2.2 | Kg | 639.52 | 639.52 | 126.0 | False | None | None | False | None | False | 80579.52 | 0 | 2853357 | 92604 | None | code24 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) 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 89 I.No 11.37.1 | Sqm | 1106.56 | 1106.56 | 48.0 | False | None | None | False | None | False | 53114.88 | 0 | 2853358 | 92604 | None | code25 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/m2 (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer- in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60.PWD SR 2023-24 Vol 2 P.No 25 I.No7.32.4 | Sqm | 1479.52 | 1479.52 | 182.0 | False | None | None | False | None | False | 269272.64 | 0 | 2853359 | 92604 | None | code26 | 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 | 475.0 | False | None | None | False | None | False | 9025.0 | 0 | 2853360 | 92604 | None | code27 | 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 | 475.0 | False | None | None | False | None | False | 29925.0 | 0 | 2853361 | 92604 | None | code28 | 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 | 50.0 | False | None | None | False | None | False | 6900.0 | 0 | 2853362 | 92604 | None | code29 | 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 | 50.0 | False | None | None | False | None | False | 8850.0 | 0 | 2853363 | 92604 | None | code30 | 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 | 50.0 | False | None | None | False | None | False | 6850.0 | 0 | 2853364 | 92604 | None | code31 | 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 | 50.0 | False | None | None | False | None | False | 11700.0 | 0 | 2853365 | 92604 | None | code32 | 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 | 450.0 | False | None | None | False | None | False | 18900.0 | 0 | 2853366 | 92604 | None | code33 | 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 | 50.0 | False | None | None | False | None | False | 5100.0 | 0 | 2853367 | 92604 | 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. 10-12 Module. 3.5.6 page no.05 | Each | 344.0 | 344.0 | 50.0 | False | None | None | False | None | False | 17200.0 | 0 | 2853368 | 92604 | None | code35 | 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 GT 0.9 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 | 20.0 | False | None | None | False | None | False | 13800.0 | 0 | 2853369 | 92604 | None | code36 | 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 2' - 9/10 W, 11.3.1 page no.43 | Each | 551.0 | 551.0 | 15.0 | False | None | None | False | None | False | 8265.0 | 0 | 2853370 | 92604 | None | code37 | 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 | 45.0 | False | None | None | False | None | False | 18675.0 | 0 | 2853371 | 92604 | None | code38 | 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 | 24.0 | False | None | None | False | None | False | 71616.0 | 0 | 2853372 | 92604 | None | code39 | 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 | 3.0 | False | None | None | False | None | False | 9846.0 | 0 | 2853373 | 92604 | None | code40 | Supplying,installing,testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference conditionas per-BS5514/ISO3046/ISO8528&IS1002/ISO 3046 Generator set specifications Engine:Diesel generating setareratedat1500RPM and conformtoISO8528specifications. The enginesareradiatorcooled,fourstrokeandmulticylinder,conformingtoISO3046.Thescopeofsupplyincludes:Electrical starter motor12VDC Battery charging alternator, Boschfuelsystem with mechanical governor,A1Class.Spin-onlubeoilfilter,Spin-ondualfuelfilterwithwaterseparator,Turbocharger,Chargeaircooler,Silencer(Hospitalgrade),Drytypeaircleaner,Shutoffcoil,Flywheelandflywheelhousing,Firstfilloflubeoilandcoolant,Safetyforlowlubeoilpressure,Safetyforhighwatertemperature,Permissibleoverloadof10%forone hour in 12 hours of operation
CapacityofFuelTank:Fueltanksuitablefor8hoursofoperation. 10.1.1 page no.41 | Set | 349110.0 | 349110.0 | 2.0 | False | None | None | False | None | False | 698220.0 | 0 | 2853374 | 92604 | None | code41 | Supplying of .. TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. 5 star 2 tonne capacity. 6.8.6 page no.24 | No | 67399.0 | 67399.0 | 4.0 | False | None | None | False | None | False | 269596.0 | 0 | 2853375 | 92604 | None | code42 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch. 3.6.7 page no.9 | Each | 180.0 | 180.0 | 4.0 | False | None | None | False | None | False | 720.0 | 0 | 2853376 | 92604 | None | code43 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).PWD SR 2021-22 Vol 2 P.No 9 I.No 5.4 | Cum | 7155.68 | 7155.68 | 56.26 | False | None | None | False | None | False | 402578.5568 | 0 | 2853377 | 92604 | None | code44 | 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 plinth beam and slab form works consider 50%. PWD SR 2021-22 Vol 1 P.No 16 I.No 2.4.2 | Cum | 10622.64 | 10622.64 | 44.73 | False | None | None | False | None | False | 475150.6872 | 0 | 2853378 | 92604 | None | code45 | 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 2021-22 Vol 1 P.No 16 I.No 2.4.2 | Cum | 12038.99 | 12038.99 | 29.23 | False | None | None | False | None | False | 351899.6777 | 0 | 2853379 | 92604 | None | code46 | 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 and lintels form works consider 60%. PWD SR 2021-22 Vol 1 P.No 16 I.No 2.4.2 | Cum | 11330.81 | 11330.81 | 17.9 | False | None | None | False | None | False | 202821.499 | 0 | 2853380 | 92604 | None | code47 | 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 45%. PWD SR 2021-22 Vol 1 P.No 16 I.No 2.4.2 | Cum | 12038.99 | 12038.99 | 0.81 | False | None | None | False | None | False | 9751.5819 | 0 | 2853381 | 92604 | None | code48 | Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges
complete as per specifications. ( excluding cost of fixtures ).PWD SR 2021-22 Vol 2 P.No 100 I.No 12.15 | Sqm | 8337.28 | 8337.28 | 5.25 | False | None | None | False | None | False | 43770.72 | 0 | 2853382 | 92604 | None | code49 | Providing Honne 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. PWD SR 2021-22 Vol 2 P.No 99 I.No 12.11 | Cum | 154642.88 | 154642.88 | 0.1 | False | None | None | False | None | False | 15464.288 | 0 | 2853383 | 92604 | None | code50 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame.The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. 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 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges forminor T&P's shall not be made). PWD SR 2021-22 Vol 2 P.No 109 I.No 12.87 | Sqm | 7337.12 | 7337.12 | 18.0 | False | None | None | False | None | False | 132068.16 | 0 | 2853384 | 92604 | None | code51 | 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 | 1023.53 | False | None | None | False | None | False | 319832.6544 | 0 | 2853385 | 92604 | None | code52 | 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 2021-22 Vol 2 P.No 60 I.No 9.12.2 | Sqm | 1282.4 | 1282.4 | 220.41 | False | None | None | False | None | False | 282653.784 | 0 | 2853386 | 92604 | None | code53 | 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 | 16.8 | False | None | None | False | None | False | 5475.456 | 0 | 2853387 | 92604 | None | code54 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.PWD SR 2021-22 Vol 2 P.No 105 I.No 12.58 | Nos | 134.4 | 134.4 | 2.0 | False | None | None | False | None | False | 268.8 | 0 | 2853388 | 92604 | None | code55 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. PWD SR 2021-22 Vol 2 P.No 107 I.No 12.59 | Nos | 985.6 | 985.6 | 2.0 | False | None | None | False | None | False | 1971.2 | 0 | 2853389 | 92604 | None | code56 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Nos | 1178.24 | 1178.24 | 2.0 | False | None | None | False | None | False | 2356.48 | 0 | 2853390 | 92604 | None | code57 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete. PWD SR 2021-22 Vol 2 P.No 105 I.No 12.62 | Nos | 265.44 | 265.44 | 2.0 | False | None | None | False | None | False | 530.88 | 0 | 2853391 | 92604 | None | code58 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete. PWD SR 2021-22 Vol 2 P.No 105 I.No 12.63 | Nos | 145.6 | 145.6 | 2.0 | False | None | None | False | None | False | 291.2 | 0 | 2853392 | 92604 | None | code59 | Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type). PWD SR 2021-22 Vol 2 P.No 107 I.No 12.75.1 | Nos | 308.0 | 308.0 | 6.0 | False | None | None | False | None | False | 1848.0 | 0 | 2853393 | 92604 | None | code60 | 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 | 75.0 | False | None | None | False | None | False | 4950.0 | 0 | 2853394 | 92604 | None | code61 | 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 | 75.0 | False | None | None | False | None | False | 5100.0 | 0 | 2853395 | 92604 | None | code62 | 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. 2.2.2 page no.05 | Point | 379.0 | 379.0 | 10.0 | False | None | None | False | None | False | 3790.0 | 0 | 2853396 | 92604 | None | code63 | 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
switch box.2.2.3 page no.05 | Point | 555.0 | 555.0 | 10.0 | False | None | None | False | None | False | 5550.0 | 0 | 2853397 | 92604 | None | code64 | Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lampcompartment comprising of anti glare clear diffuser with Injection mould edpolycarbonate/clear glass material,delivering superior light output Ratedlife Burning Hrs50000hr@Lumen Maintenance of 70%,CCT GT 5500K,IP66 optical and electrical compartment & impact resistance of complete luminaire GT IK08. Power Factor GT0.9with mains,Surge Protection-Min 5KV along with Over voltage/Overload, shortcircuit/miss-wiring protection.Compatible for pole mounting with outer dia of 40 mm to 50 mm.Universal Voltage driver too perate wide voltage range from 100Vto270V50/60Hz application. Compliance to IS10322/1EC60598,LM79&LM80 Adherence with RoHS.UL approved MCPCBLED Efficiency GT1301m/w,nominalCRI GT 75.Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design &Development facility certified by ISO9001:2008.Housing with supplier wordmark/nameshallbeEngraved/Embossingonthe diecast housing/Body part Warranty of 2 Years against any manufacturing defect working understandardelectrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osrammake LED Source. LED Post Top Lantern with 15/20 W. (PWD SR 2023-24, Volume- 6, Page no. 45, Item no. 11.7.1 | m | 6922.0 | 6922.0 | 25.0 | False | None | None | False | None | False | 173050.0 | 0 | 2853398 | 92604 | None | code65 | Providing Honne wood wrought and putup for purlins, common rafters
and similar work including cost of materials, labour, usage charges complete
as per specifications. PWD SR 2023-24 Vol 2 P.No 99 I.No 12.2 | Cum | 152622.4 | 152622.4 | 2.07 | False | None | None | False | None | False | 315928.368 | 0 | 2853399 | 92604 | None | code66 | Supplying and fixing new Mangalore tiles on existing reepers. PWD SR 2023-24 Vol 2 P.No 207 I.No 20.100 | Cum | 533.12 | 533.12 | 94.96 | False | None | None | False | None | False | 50625.0752 | 0 |
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