1727088194000 | 0 | None | None | Other Works | Construction of Compound wall ward no 10, 11, 13, Rain Water Harvesting, Gray water treatment Maintaince, 2 Auto Stand, 2 water tank for WTP, Community Toilet Repair ward 11, Development of Park ward 16 and Decorative plants In Basavakalyan City | 2184808.86 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
4057674 | 157631 | None | 001 | 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 workIn all kinds of soils Depth upto 3 m Item No. 1.14.1 Page no.8 PWD DSR 2023-24 VOL 1 | Cum | 107.1 | 107.1 | 114.5 | False | None | None | False | None | False | 12262.95 | 0 | 4057675 | 157631 | None | 002 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates Item No. 2.1.2Page no.15 PWD DSR 2023-24 VOL 1 | Cum | 5947.2 | 5947.2 | 5.13 | False | None | None | False | None | False | 30509.136 | 0 | 4057676 | 157631 | None | 003 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.1 Page no.16 PWD DSR 2023-24 VOL 1 | Cum | 10276.5 | 10276.5 | 10.55 | False | None | None | False | None | False | 108417.075 | 0 | 4057677 | 157631 | None | 004 | 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. All other type of structures PWD SR 2023-2024 Volume-1 Page No.18 Sl. No. 2.11h | Tonne | 82961.55 | 82961.55 | 0.96 | False | None | None | False | None | False | 79643.088 | 0 | 4057678 | 157631 | None | 005 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.e PWD SR 2023-2024 Volume-1 Page No.175Sl. No.17.1 | Cum | 1052.0 | 1052.0 | 3.17 | False | None | None | False | None | False | 3334.84 | 0 | 4057679 | 157631 | None | 006 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge. PWD SR 2023-2024 Volume-1 Page No175 Sl. No. 17.2 | Cum | 1245.0 | 1245.0 | 3.17 | False | None | None | False | None | False | 3946.65 | 0 | 4057680 | 157631 | None | 007 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-chargePWD SR 2023-2024 Volume-1 Page No.175 Sl. No. 17.3 | Cum | 1251.6 | 1251.6 | 3.17 | False | None | None | False | None | False | 3967.572 | 0 | 4057681 | 157631 | None | 008 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete ForPVC pipes 110mm dia., 6 kg/sqcm & class 3 PWD SR 2023-2024 Volume-5 Page No.113Sl. No.10.1.7 | m | 431.55 | 431.55 | 60.0 | False | None | None | False | None | False | 25893.0 | 0 | 4057682 | 157631 | None | 009 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and laqtest Ammendments etc complete.0.50 hp/0.37kw 5stage PWD SR 2023-2024 Volume-V(P.No. 149, I.No. 13.4.1 | Each | 10678.5 | 10678.5 | 1.0 | False | None | None | False | None | False | 10678.5 | 0 | 4057683 | 157631 | None | 010 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Internal work - Exposed on wall 25mm nominal OD Pipes PWD SR 2023-2024 Volume-2(Page No. 122, I No 13.31.3) | m | 196.0 | 196.0 | 70.0 | False | None | None | False | None | False | 13720.0 | 0 | 4057684 | 157631 | None | 011 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank PWD SR 2023-2024 Volume-2(Page No. 123, I No 13.34) | l | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | 4057685 | 157631 | None | 012 | KSRB 24-39 : Cutting out cracks of roof terrace to V - section cleaning out and filling solidly with a hot mixure of bitumen and clean dry sand 1:1 by weight including cost of materials, labour, complete as per specifications. Specification No.KBS PWD SR 2023-2024 Volume-2(Page No.205 Item No.20.84) | m | 32.55 | 32.55 | 90.0 | False | None | None | False | None | False | 2929.5 | 0 | 4057686 | 157631 | None | 013 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work 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 PWD SR 2023-2024 Volume-2 (Page No.48 Item No.8.36.2) | Sqm | 180.6 | 180.6 | 400.0 | False | None | None | False | None | False | 72240.0 | 0 | 4057687 | 157631 | None | 014 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification.(Page No.150 Item No.15.6) | Sqm | 532.35 | 532.35 | 69.0 | False | None | None | False | None | False | 36732.15 | 0 | 4057688 | 157631 | None | 001 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.5.1 Page no.16 PWD DSR 2023-24 VOL 1 | Cum | 10276.5 | 10276.5 | 3.69 | False | None | None | False | None | False | 37920.285 | 0 | 4057689 | 157631 | None | 002 | 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. All other type of structures PWD SR 2023-2024 Volume-1 Page No.18 Sl. No. 2.11h | Tonne | 82961.55 | 82961.55 | 0.2272 | False | None | None | False | None | False | 18848.86416 | 0 | 4057690 | 157631 | None | 003 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete ForPVC pipes 110mm dia., 6 kg/sqcm & class 3 PWD SR 2023-2024 Volume-5 Page No.113Sl. No.10.1.7 | Mtr | 431.55 | 431.55 | 60.0 | False | None | None | False | None | False | 25893.0 | 0 | 4057691 | 157631 | None | 004 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Internal work - Exposed on wall 25mm nominal OD Pipes PWD SR 2023-2024 Volume-2(Page No. 122, I No 13.31.3 | m | 196.0 | 196.0 | 70.0 | False | None | None | False | None | False | 13720.0 | 0 | 4057692 | 157631 | None | 005 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank PWD SR 2023-2024 Volume-2(Page No. 123, I No 13.34 | l | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | 4057693 | 157631 | None | 006 | KSRB 24-39 : Cutting out cracks of roof terrace to V - section cleaning out and filling solidly with a hot mixure of bitumen and clean dry sand 1:1 by weight including cost of materials, labour, complete as per specifications. Specification No.KBS PWD SR 2023-2024 Volume-2(Page No.205 Item No.20.84) | m | 32.55 | 32.55 | 90.0 | False | None | None | False | None | False | 2929.5 | 0 | 4057694 | 157631 | None | 007 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work 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 PWD SR 2023-2024 Volume-2 (Page No.48 Item No.8.36.2) | Sqm | 180.6 | 180.6 | 280.0 | False | None | None | False | None | False | 50568.0 | 0 | 4057695 | 157631 | None | 001 | 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 (PWD Common DSR, 2023-24, VOL-I,Item No. 1.5 B, Pg. No. 6) | Cum | 240.45 | 240.45 | 19.8 | False | None | None | False | None | False | 4760.91 | 0 | 4057696 | 157631 | None | 002 | 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 nominal size graded crushed coarse aggregates (PWD Common DSR 2023-24, VOL-I,Item No. 2.1.2, Pg. No. 15) | Cum | 6288.45 | 6288.45 | 6.105 | False | None | None | False | None | False | 38390.98725 | 0 | 4057697 | 157631 | None | 003 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with (PWD SR, 2023-24, VOL-II,Item No. 5.1.1, Pg. No. 9) | Cum | 6948.9 | 6948.9 | 14.85 | False | None | None | False | None | False | 103191.165 | 0 | 4057698 | 157631 | None | 004 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR, 2023-24, VOL-II,Item No. 5.4, Pg. No. 19) | Cum | 6708.45 | 6708.45 | 11.138 | False | None | None | False | None | False | 74718.7161 | 0 | 4057699 | 157631 | None | 005 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work (PWD SR, 2023-24, VOL-II,Item No. 6.3 Pg. No. 13) | Cum | 9317.7 | 9317.7 | 17.14 | False | None | None | False | None | False | 159705.378 | 0 | 4057700 | 157631 | None | 006 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 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-I,Item No. 8.8 Pg. No. 42) | Sqm | 384.3 | 384.3 | 204.0 | False | None | None | False | None | False | 78397.2 | 0 | 4057701 | 157631 | None | 007 | Providing Raised and cut 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 (PWD SR, 2023-24, VOL-I,Item No. 8.19.2 Pg. No. 44) | Sqm | 402.15 | 402.15 | 49.5 | False | None | None | False | None | False | 19906.425 | 0 | 4057702 | 157631 | None | 008 | 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 directions of Engineer-in-charge (PWD SR, 2023-24, VOL-I,Item No. 8.28 Pg. No. 45) | Sqm | 93.45 | 93.45 | 204.0 | False | None | None | False | None | False | 19063.8 | 0 | 4057703 | 157631 | None | 001 | 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 (PWD Common DSR, 2023-24, VOL-I,Item No. 1.5 B, Pg. No. 6) | Cum | 240.45 | 240.45 | 1.08 | False | None | None | False | None | False | 259.686 | 0 | 4057704 | 157631 | None | 002 | 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 nominal size graded crushed coarse aggregates (PWD Common DSR 2023-24, VOL-I,Item No. 2.1.2, Pg. No. 15). | Cum | 6288.45 | 6288.45 | 15.3 | False | None | None | False | None | False | 96213.285 | 0 | 4057705 | 157631 | None | 003 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (PWD SR, 2023-24, VOL-II,Item No. 11.1 Pg. No. 77) | Sqm | 111.3 | 111.3 | 564.0 | False | None | None | False | None | False | 62773.2 | 0 | 4057706 | 157631 | None | 004 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge PWD Common DSR 2023-24 Item No. 7.1 P. NO. 20 | Sqm | 922.95 | 922.95 | 192.0 | False | None | None | False | None | False | 177206.4 | 0 | 4057707 | 157631 | None | 001 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge PWD Common DSR 2023-24 Volume-II Item NO.12.54. P. NO.105. | Sqm | 498.75 | 498.75 | 9.45 | False | None | None | False | None | False | 4713.1875 | 0 | 4057708 | 157631 | None | 002 | 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. PWD Common DSR 2023-24 Volume-II Item No. 12.55. P. NO. 106 | Sqm | 3993.15 | 3993.15 | 8.1 | False | None | None | False | None | False | 32344.515 | 0 | 4057709 | 157631 | None | 003 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). PWD Common DSR 2023-24 Volume - II Item No. 11.11.1 P. NO. 77 | Sqm | 126.0 | 126.0 | 3.24 | False | None | None | False | None | False | 408.24 | 0 | 4057710 | 157631 | None | 004 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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 Common DSR 2023-24 Volume-II Item No. 8.33.1 P. NO. 46 | Sqm | 123.9 | 123.9 | 28.5 | False | None | None | False | None | False | 3531.15 | 0 | 4057711 | 157631 | None | 005 | 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 PWD DSR 2023-24 Volume-II Item No. 14.1 P. No. 123. | Each | 4458.3 | 4458.3 | 6.0 | False | None | None | False | None | False | 26749.8 | 0 | 4057712 | 157631 | None | 006 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications PWD Common DSR 2023-24 Volume - II Item NO. 9.36 P. NO. 64 | Sqm | 1732.5 | 1732.5 | 14.4 | False | None | None | False | None | False | 24948.0 | 0 | 4057713 | 157631 | None | 008 | For Electrical works Wiring, Exhaust fan and lights | Nos | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 | 4057714 | 157631 | None | 009 | Construction of Embankment by excavating the available approvedGravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,allmaterials,usage& all other appurtenaces required to complete the work Cost per m.PWD SR 2023-24 Volume-1 Chapter 1 Page No.7 SL.No.1.8 | Cum | 497.7 | 497.7 | 6.0 | False | None | None | False | None | False | 2986.2 | 0 | 4057715 | 157631 | None | 009 | Wet Mix Macadam (Plant Mix Method): 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 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityMoRT&H Spec. 406 A. .PWD SR 2023-24 Volume 3 Page.No.26 Chapter 4 Sl. No 4.27 | Cum | 2686.95 | 2686.95 | 4.0 | False | None | None | False | None | False | 10747.8 | 0 | 4057716 | 157631 | None | 010 | 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 M20 (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 m3 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 Common DSR 2023-24 Volume -III Item NO. 16.27 P. NO. 148. | Cum | 6692.7 | 6692.7 | 6.0 | False | None | None | False | None | False | 40156.2 | 0 | 4057717 | 157631 | None | 0001 | 5 Ton capacity single axle (2 wheels)
The Water tanker shall be 5000 ltr capacity ,contains 4mm sheet, 6*3 channel, 3” blade set, 3” helper set, 90 mm axle steel hub, Bearing size 322/13/16, and tank size of 9*5, The tyres shall be of size 9.00 x 20 16 ply. The ,towing hook shall be 30 mm size, including with Standard accessories | Nos | 211500.0 | 211500.0 | 2.0 | False | None | None | False | None | False | 423000.0 | 0 | 4057718 | 157631 | None | 0001 | KSRRB M300- Planting of trees and their maintenance for one year KSRRB M300-9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year complete as per specifications. MORTH Specification No. 307 | Nos | 1102.5 | 1102.5 | 153.0 | False | None | None | False | None | False | 168682.5 | 0 |
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