| 1722508774000 | 0 | None | None | Buildings | Construction of Reverse Osmosis Plat RO Plant for Purified drinking water in Mining area in ward no 18 to 35 in CMC KGF Limits | 3389393.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3667326 | 133912 | None | code01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work [PWD SR 2023-24 Vol:1 P.NO.5 I.No:1.1] | Cum | 93.73 | 93.73 | 30.0 | False | None | None | False | None | False | 2811.9 | 0 | | 3667327 | 133912 | None | code02 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m [PWD SR 2023-24 Vol:1 P.NO.5 I.No:1.4.1] | Cum | 249.26 | 249.26 | 32.4 | False | None | None | False | None | False | 8076.024 | 0 | | 3667328 | 133912 | None | code03 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:1 P.NO.15 I.No:2.1.3] | Cum | 6168.67 | 6168.67 | 12.725 | False | None | None | False | None | False | 78496.32575 | 0 | | 3667329 | 133912 | None | code04 | 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 Cement mortar 1:6 (1 cement : 6 coarse sand) [PWD SR 2023-24 Vol:1 P.NO.15 I.No:5.11] | Cum | 5779.33 | 5779.33 | 51.912 | False | None | None | False | None | False | 300016.57896 | 0 | | 3667330 | 133912 | None | code05 | Providing and laying in position 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 necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:1 P.NO.16 I.No:2.4.2] For Plinth Beam 50% [PWD SR 2023-24 Vol:1 P.NO.111 I.No:2] | Cum | 9769.03 | 9769.03 | 8.967 | False | None | None | False | None | False | 87598.89201 | 0 | | 3667331 | 133912 | None | code06 | 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 2023-24 Vol:1 P.NO.18 I.No: 2.11(h)] | Tonne | 81381.33 | 81381.33 | 2.1601 | False | None | None | False | None | False | 175791.810933 | 0 | | 3667332 | 133912 | None | code07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS
2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications [PWD SR 2023-24 Vol:2 P.NO.17 I.No:6.33] | Sqm | 1267.93 | 1267.93 | 72.24 | False | None | None | False | None | False | 91595.2632 | 0 | | 3667333 | 133912 | None | code08 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.[PWD SR 2023-24 Vol:2 P.NO.41 I.No:8.3.1] | Sqm | 364.62 | 364.62 | 144.48 | False | None | None | False | None | False | 52680.2976 | 0 | | 3667334 | 133912 | None | code09 | Providing and fixing polyurethane foam (PUF) slab 40mm thick average with PU slab density 36 +/-2 kg/cum for external wall insulation including necessary polymerized plaster reinforced with glass fiber mesh epoxy based bonding adhesive etc complete. [PWD SR 2023-24 Vol 2 P.NO.161 I.No:16.1] | Sqm | 1505.86 | 1505.86 | 72.0 | False | None | None | False | None | False | 108421.92 | 0 | | 3667335 | 133912 | None | code10 | Supplying Heavy gauge PVC Conduit pipe 20mm dia 2mm thick confirming to IS 2509 with suitable size bends metal/PVC Junction Boxes adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.[PWD SR 2023-24 Vol:6 P.NO.2 I.No:1.2.1] | m | 71.07 | 71.07 | 80.0 | False | None | None | False | None | False | 5685.6 | 0 | | 3667336 | 133912 | None | code11 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life).[PWD SR 2023-24 Vol:2 P.NO.46 I.No:8.33.1] | Sqm | 162.74 | 162.74 | 144.48 | False | None | None | False | None | False | 23512.6752 | 0 | | 3667337 | 133912 | None | code12 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer Numeric Control) routed of approved design by Engineer-incharge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin Polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S framework required with priming coat shall be paid separately). [PWD SR 2023-24 Vol:2 P.NO.112 I.No:12.95] | Sqm | 4543.33 | 4543.33 | 7.56 | False | None | None | False | None | False | 34347.5748 | 0 | | 3667338 | 133912 | None | code13 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile E Fixing with adjustable lugs with split end tail to each jamb 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.81 I.No:11.14.3.1] | m | 546.93 | 546.93 | 24.0 | False | None | None | False | None | False | 13126.32 | 0 | | 3667339 | 133912 | None | code14 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC m2 5,023.00 Sl. No. Specification Unit Rate Page - 109 Karnataka Public Works Department Volume-2 KPWD VOL-2 honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm. Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).[PWD SR 2023-24 Vol:2 P.NO.108 I.No:12.84] | Sqm | 5173.69 | 5173.69 | 7.199 | False | None | None | False | None | False | 37245.39431 | 0 | | 3667340 | 133912 | None | code15 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: DOL- Direct Online Starter S-D- Star Delta Starter etc. complete. 3 to 6 HP pumps. [PWD SR 2023-24 Vol:5 P.NO.155 I.No:13.24.2] | Each | 9836.5 | 9836.5 | 4.0 | False | None | None | False | None | False | 39346.0 | 0 | | 3667341 | 133912 | None | code16 | Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. Note:- 2. All items are to be of BSI /NFS standards,with BSI / NFS mark .5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each compone For 1000 LPH SS :Skid Type [PWD SR 2023-24 Vol:5 P.NO.247 I.No:21.1.9] 1. For Antiscalant use only NSF 60 approved chemicals.2. Low level sensor indicator to be provider for the antiscalant tank that will shut down the plant during the low level of the antiscalant.3. Piping from output of Pure water Tank to coin vending machine/smart card shall be in stainless steel 304.4. RO-UF system must be fully automatic or compatible for remote monitoring, control and data transmission.5. The high pressure pump shall be fully stainless steel including impeller.6. For detailed specifications of civil and electrical items of works refer PWD SOR.7. All component materials of works should be food grade & conform to relevant codes of drinking water standards national / international. 8. The system shall be designed based on water quality and rating of items shall be compatible to each other. 14. The sand filter and carbon filter housing with SS-304 shall with stand requisite pressure & shell thickness shall be not less than 1.5mm. 15. RO membrane housing shell thickness shall not be less than 2.00mm. 16. Pure water storage tank shell thickness shall not be less than 0.80mm. 17. Maintenance of Reverse Osmosis (RO) Plant : Besides periodical cleaning of RO membrane, the maintenance and servicing of the Reverse Osmosis (RO) Plant shall consisting of following: a. Micron Filter element cleaning/replacement during every servicing. b. Cleaning of Sand filter & Activated carbon filter. c. Anti scaling dosing chemical (As per requirement) replenishing.d. Raw water pump hecking/servicing, (if required) for optimizing power & flow.e. R.O. Membrane Checking/ Replacement,(if required) f. High pressure pump Checking/servicing, (if required) to optimize power & flow. g. Checking of flow rate of membrane & TDS on site h. Cleaning of raw water and product water tanks regularly. (Record for above process to be maintained at the plant). 9. The system shall have integrated pretreatment modules for removal of suspended solids along with pressure gauge. 10. The system shall have inbuilt protection to high pressure pump by way of low/high pressure switch. 11. Online rotameter shall be provided for measuring flow. Blending cartridge shall be provided to adjust taste/TDS and followed by UV disinfection for total safety. System should have automatic backwashing of filters.12. The system shall be capable of working by using the semi treated water provided through Bore well / Municipal water supply.13. Recovery of water (i.e. component of treated water) shall be in range of 40%-60%. If desired, the waste/ rejected water may be separately stored by using suitable pump. This water may be used for cleaning, gardening or toilet purpose.[PWD SR 2023-24 Vol:5 P.NO.247 I.No:21.1.9] | Each | 454230.0 | 454230.0 | 4.0 | False | None | None | False | None | False | 1816920.0 | 0 | | 3667342 | 133912 | None | code17 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 5 HP, size 80x65 Head 23.50M, Discharge 600LPM [PWD SR 2023-24 Vol:5 P.NO.157 I.No:13.40.4] | Each | 22979.3 | 22979.3 | 4.0 | False | None | None | False | None | False | 91917.2 | 0 | | 3667343 | 133912 | None | code18 | Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards.pressure guage 80MM [PWD SR 2023-24 Vol:5 P.NO.157 I.No:13.41.1] | Each | 614.91 | 614.91 | 4.0 | False | None | None | False | None | False | 2459.64 | 0 | | 3667344 | 133912 | None | code19 | Supply and delivery at site brand new best make level guage suitable for centrifugal pump confirming to latest IS standards. [PWD SR 2023-24 Vol:5 P.NO.157 I.No:13.42] | Each | 772.5 | 772.5 | 4.0 | False | None | None | False | None | False | 3090.0 | 0 | | 3667345 | 133912 | None | code20 | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.Upto 7.5 HP centrifugal pump [PWD SR 2023-24 Vol:5 P.NO.157 I.No:13.43.1] | Each | 9785.0 | 9785.0 | 4.0 | False | None | None | False | None | False | 39140.0 | 0 | | 3667346 | 133912 | None | code21 | Providing and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments [PWD SR 2023-24 Vol:5 P.NO.158 I.No:13.46] | m | 578.86 | 578.86 | 60.0 | False | None | None | False | None | False | 34731.6 | 0 | | 3667347 | 133912 | None | code22 | Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump upto 10HP confirming with ISI mark and its latest amendments.[PWD SR 2023-24 Vol:5 P.NO.158 I.No:13.47] | Each | 1802.5 | 1802.5 | 4.0 | False | None | None | False | None | False | 7210.0 | 0 | | 3667348 | 133912 | None | code23 | Providing, Laying and Fixing of 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 etc. complete.Heavy Duty GI pipe of 50mm dia [PWD SR 2023-24 Vol:5 P.NO.128 I.No:11.3.6] | m | 699.37 | 699.37 | 24.0 | False | None | None | False | None | False | 16784.88 | 0 | | 3667349 | 133912 | None | code24 | Supplying and Fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc., 200x200x65 [PWD SR 2023-24 Vol:6 P.NO.2 I.No:1.4.7] | Each | 358.44 | 358.44 | 48.0 | False | None | None | False | None | False | 17205.12 | 0 | | 3667350 | 133912 | None | code25 | Point wiring using copper wire with switch : Supplying and wiring adopting loop system in existing PVC Condit/casing capping using 2x1.5 Sqmm (phase & Neutral) & 1x1.0 sqmm (earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694 and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gand box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block cmplete for each outlet Short Point upto 3mtr from tapping point to out let via switch.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:2.1.1] | Point | 293.55 | 293.55 | 12.0 | False | None | None | False | None | False | 3522.6 | 0 | | 3667351 | 133912 | None | code26 | Point wiring using copper wire with switch :Supplying and wiring adopting loop system in existing PVC Condit/casing capping using 2x1.5 Sqmm (phase & Neutral) & 1x1.0 sqmm (earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694 and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gand box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block cmplete for each outlet Medium Point above 3mtr upto 6mtr from tapping point to out let via switch.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:2.1.2] | Point | 405.82 | 405.82 | 12.0 | False | None | None | False | None | False | 4869.84 | 0 | | 3667352 | 133912 | 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 694-2010. 2.50Sqmm.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:2.3.3] | m | 43.26 | 43.26 | 480.0 | False | None | None | False | None | False | 20764.8 | 0 | | 3667353 | 133912 | None | code28 | Supplying 6A Flush Type socket and 6A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 6A 2 Way.[PWD SR 2023-24 Vol:6 P.NO.5 I.No:3.1.1] | Each | 131.84 | 131.84 | 20.0 | False | None | None | False | None | False | 2636.8 | 0 | | 3667354 | 133912 | None | code29 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m [PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.14.1 ] | Cum | 105.06 | 105.06 | 14.35 | False | None | None | False | None | False | 1507.611 | 0 | | 3667355 | 133912 | None | code30 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work. [PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 ] | Cum | 87.55 | 87.55 | 12.91 | False | None | None | False | None | False | 1130.2705 | 0 | | 3667356 | 133912 | None | code31 | Providing and laying in position 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 necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [PWD SR 2023-24 Vol:1 P.NO.16 I.No:2.4.2] For Well Foundation considered 20% [PWD SR 2023-24 Vol:1 P.NO.111 I.No:4] | Cum | 7815.22 | 7815.22 | 10.906 | False | None | None | False | None | False | 85232.78932 | 0 | | 3667357 | 133912 | None | code32 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete.Heavy Duty[PWD SR 2023-24 Vol:5 P.NO.196 I.No: 16.23.2] | Each | 2640.92 | 2640.92 | 4.0 | False | None | None | False | None | False | 10563.68 | 0 | | 3667358 | 133912 | None | code33 | 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 20 mm nominal dia Pipes [PWD SR 2023-24 Vol:5 P.NO.122 I.No: 13.31.2] | m | 249.26 | 249.26 | 80.0 | False | None | None | False | None | False | 19940.8 | 0 | | 3667359 | 133912 | None | code34 | 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 2023-24 Vol:5 P.NO.123 I.No: 13.34] | l | 9.27 | 9.27 | 4000.0 | False | None | None | False | None | False | 37080.0 | 0 | | 3667360 | 133912 | None | code35 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. in all kinds of Soil depth Upto 1.50M [PWD SR 2023-24 Vol:1 P.NO.6 I.No:1.6.1 ] | Cum | 498.52 | 498.52 | 80.99 | False | None | None | False | None | False | 40375.1348 | 0 | | 3667361 | 133912 | None | code36 | Supplying 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. for: PVC pipes 90mm dia., 6 kg/sqcm & class 3 [PWD SR 2023-24 Vol:5 P.NO.113 I.No:10.1.6] | m | 302.82 | 302.82 | 180.0 | False | None | None | False | None | False | 54507.6 | 0 | | 3667362 | 133912 | None | code37 | Providing and installing at site of work P.V.C. Gate Valves including cost of labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.PVC Gate Valve 90mm dia [Least Market Rate] | Each | 650.0 | 650.0 | 16.0 | False | None | None | False | None | False | 10400.0 | 0 | | 3667363 | 133912 | None | code38 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m.Including cost of all labour complete as per specifications [PWD SR 2021-22 Vol:1 P.NO.7 I.No:1.10] | Cum | 125.66 | 125.66 | 68.84 | False | None | None | False | None | False | 8650.4344 | 0 |
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