| 1710229715000 | 0 | None | None | Water supply/sewage lines | A)Sinking of bore well, supply & Fixing of Motor pump and providing & Laying of Pipe line forDevelopment of Green Belt at SWM site and Construction of RWH Pits at SWM site in sandur TMC Limits B) Repair of RO Plants at Ward No 3 Near Airtel tower , Near Govt.Hospital And Indira canteen in sandur TMC Limits C) Supply and fixing of Airvalves & construction of valve chamber in sandur TMC Limits part-II D)Construction Of Valve Chamber Near Kurumatti Water tank and Supply and fixing of Chambers | 2288807.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2999681 | 99943 | None | code01 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in onsolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including ransportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 2999682 | 99943 | None | code02 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 2999683 | 99943 | None | code03 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) | Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 2999684 | 99943 | None | code04 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) | Mtr | 517.65 | 517.65 | 20.0 | False | None | None | False | None | False | 10353.0 | 0 | | 2999685 | 99943 | None | code05 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and 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 Providing and installing at site of PVC Casing pipes including cost of pipe and spacials and labour including Fixing 200mm(weight of pipe -6.233 kg) | Mtr | 1300.95 | 1300.95 | 30.0 | False | None | None | False | None | False | 39028.5 | 0 | | 2999686 | 99943 | None | code06 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work 7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" | Set | 42850.5 | 42850.5 | 1.0 | False | None | None | False | None | False | 42850.5 | 0 | | 2999687 | 99943 | None | code07 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments..,1x 3 C X 4.0 Sq.mm | Mtr | 141.75 | 141.75 | 100.0 | False | None | None | False | None | False | 14175.0 | 0 | | 2999688 | 99943 | None | code08 | 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: 1)DOLDirect Online Starter 2)S-D- Star Delta Starter Out door type Upto 6 HP pumps | Each | 11025.0 | 11025.0 | 1.0 | False | None | None | False | None | False | 11025.0 | 0 | | 2999689 | 99943 | None | code09 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554 1988 with latest amendments from KPTCL pole to meter board unit with all necessary materials tools and equipments as per specifications with testing of as per instructions of engineer in charge of work. 3.5 X 10 sqmm | Mtr | 204.75 | 204.75 | 100.0 | False | None | None | False | None | False | 20475.0 | 0 | | 2999690 | 99943 | None | code10 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 2999691 | 99943 | None | code11 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50mm | Mtr | 3202.5 | 3202.5 | 13.0 | False | None | None | False | None | False | 41632.5 | 0 | | 2999692 | 99943 | None | code12 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2999693 | 99943 | None | code13 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 2999694 | 99943 | None | code14 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. | Cum | 275.1 | 275.1 | 72.0 | False | None | None | False | None | False | 19807.2 | 0 | | 2999695 | 99943 | None | code15 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and 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 complete.6 Kg/m2: 63mm(weight of pipe -0.662 kg) | Mtr | 145.95 | 145.95 | 200.0 | False | None | None | False | None | False | 29190.0 | 0 | | 2999696 | 99943 | None | code16 | 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 | Cum | 168.0 | 168.0 | 30.0 | False | None | None | False | None | False | 5040.0 | 0 | | 2999697 | 99943 | None | code17 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 90 mm dia PVC SERVICE SADDLES | Each | 221.55 | 221.55 | 10.0 | False | None | None | False | None | False | 2215.5 | 0 | | 2999698 | 99943 | None | code18 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe:Medium Duty GI pipe of 50mm dia | Mtr | 613.2 | 613.2 | 800.0 | False | None | None | False | None | False | 490560.0 | 0 | | 2999699 | 99943 | None | code19 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe:Medium Duty GI pipe of 20mm dia | Mtr | 257.25 | 257.25 | 10.0 | False | None | None | False | None | False | 2572.5 | 0 | | 2999700 | 99943 | None | code20 | Supply of PPR Ball Valve Plastic (Heavy Body) confirming to IS 15801-2008 and DIN Standards 8077/8092 PPR Ball Valve Plastic (Heavy Body) 20mm | Each | 153.3 | 153.3 | 10.0 | False | None | None | False | None | False | 1533.0 | 0 | | 2999701 | 99943 | None | code21 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | Each | 320.25 | 320.25 | 22.0 | False | None | None | False | None | False | 7045.5 | 0 | | 2999702 | 99943 | None | code22 | 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 CSR 2023-24, Vol-II, P. No. 123, I. No. 13.34 | l | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 2999703 | 99943 | None | code23 | 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 at1.00 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 25 mm nominal dia Pipes | m | 333.9 | 333.9 | 50.0 | False | None | None | False | None | False | 16695.0 | 0 | | 2999704 | 99943 | None | code24 | Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) | m | 1127.7 | 1127.7 | 150.0 | False | None | None | False | None | False | 169155.0 | 0 | | 2999705 | 99943 | None | code25 | Providing & fixing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S. sheets gutters with purlins. | m | 77.7 | 77.7 | 150.0 | False | None | None | False | None | False | 11655.0 | 0 | | 2999706 | 99943 | None | code26 | 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 1.00 HP/0.75KW 10 STG (p.no.149. it.no 13.6.1) 2023-24 WATER SUPPLY AND UGD WORKS COMMON SCHEDULE OF RATES VOLUME-V) | Each | 13983.9 | 13983.9 | 2.0 | False | None | None | False | None | False | 27967.8 | 0 | | 2999707 | 99943 | None | code27 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work..In all kinds of soils Depth upto 1.5 m (Vol-1 Page no: 5 item no:1.4.1) | Cum | 254.1 | 254.1 | 81.0 | False | None | None | False | None | False | 20582.1 | 0 | | 2999708 | 99943 | None | code28 | 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. (Vol-2 Page no: 175 item no:17.1) | Cum | 1052.1 | 1052.1 | 40.5 | False | None | None | False | None | False | 42610.05 | 0 | | 2999709 | 99943 | None | code29 | Supplying, filling, spreading & leveling Granular Aggregates 40mm downsize in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Vol-1 Page no:A-38 item no:7) | Cum | 1249.5 | 1249.5 | 8.1 | False | None | None | False | None | False | 10120.95 | 0 | | 2999710 | 99943 | None | code30 | Supplying, filling, spreading & leveling Granular Aggregates 20mm downsize in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (Vol-1 Page no:A-38 item no:4) | Cum | 1399.65 | 1399.65 | 8.1 | False | None | None | False | None | False | 11337.165 | 0 | | 2999711 | 99943 | None | code31 | 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-charge. (Vol-2 Page no: 175 item no:17.3) | Cum | 1251.6 | 1251.6 | 8.1 | False | None | None | False | None | False | 10137.96 | 0 | | 2999712 | 99943 | None | code32 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270,of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm (Vol-2 Page no: 175 item no:17.6.2) | Cum | 1592.85 | 1592.85 | 5.4 | False | None | None | False | None | False | 8601.39 | 0 | | 2999713 | 99943 | None | code33 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Volume-II Iteam Code-5.4) | Cum | 6708.45 | 6708.45 | 7.29 | False | None | None | False | None | False | 48904.6005 | 0 | | 2999714 | 99943 | None | code34 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 Page no:16 item no:2.4.2) | Cum | 6639.15 | 6639.15 | 2.43 | False | None | None | False | None | False | 16133.1345 | 0 | | 2999715 | 99943 | None | code35 | Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Earth retaining structures | Cum | 3319.58 | 3319.58 | 4.05 | False | None | None | False | None | False | 13444.299 | 0 | | 2999716 | 99943 | None | code36 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work..In all kinds of soils Depth upto 1.5 m (Vol-1 Page no: 5 item no:1.4.1) | Cum | 254.1 | 254.1 | 5.28 | False | None | None | False | None | False | 1341.648 | 0 | | 2999717 | 99943 | None | code37 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1 Page no: 15 item no:2.1.2) | Cum | 5947.2 | 5947.2 | 0.52 | False | None | None | False | None | False | 3092.544 | 0 | | 2999718 | 99943 | None | code38 | 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 rawing and technical specification. (Vol-1 Page no: 18 item no:2.11.h) | t | 82961.55 | 82961.55 | 0.288 | False | None | None | False | None | False | 23892.9264 | 0 | | 2999719 | 99943 | None | code39 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-1 Page no:16 item no:2.4.2) | Cum | 6639.15 | 6639.15 | 1.86 | False | None | None | False | None | False | 12348.819 | 0 | | 2999720 | 99943 | None | code40 | Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Earth retaining structures | Cum | 2323.7 | 2323.7 | 1.86 | False | None | None | False | None | False | 4322.082 | 0 | | 2999721 | 99943 | None | code41 | 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. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 250 LPH : Cabin Type | Each | 262500.0 | 262500.0 | 1.0 | False | None | None | False | None | False | 262500.0 | 0 | | 2999722 | 99943 | None | code42 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges andsuch simillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removalof 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 CSR 2023-24, Vol-I, P. No. 5, I. No. 1.4 | Cum | 254.1 | 254.1 | 15.55 | False | None | None | False | None | False | 3951.255 | 0 | | 2999723 | 99943 | None | code43 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and ine aggregates as per relevant IS Codes machine mixed, laid in layers not xceeding 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 pecifications - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.1.3 | Cum | 6288.45 | 6288.45 | 3.6 | False | None | None | False | None | False | 22638.42 | 0 | | 2999724 | 99943 | None | code44 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD CSR 2023-24, Vol-II, P. No. 9, I. No. 5.4 | Cum | 6708.45 | 6708.45 | 12.15 | False | None | None | False | None | False | 81507.6675 | 0 | | 2999725 | 99943 | None | code45 | 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 rawing and technical specification. (Vol-1 Page no: 18 item no:2.11.h) | t | 82961.6 | 82961.6 | 0.12 | False | None | None | False | None | False | 9955.392 | 0 | | 2999726 | 99943 | None | code46 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paidseparately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Vol-1 Page No.16, Item No. 2.4.3) | Cum | 6652.8 | 6652.8 | 1.08 | False | None | None | False | None | False | 7185.024 | 0 | | 2999727 | 99943 | None | code47 | Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Earth retaining structures | Cum | 3326.4 | 3326.4 | 1.08 | False | None | None | False | None | False | 3592.512 | 0 | | 2999728 | 99943 | None | code48 | Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue AL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 For TP Air Valves of 80mm dia (Page no : 28 Item no : 2.36.2) | Nos | 30455.25 | 30455.25 | 4.0 | False | None | None | False | None | False | 121821.0 | 0 | | 2999729 | 99943 | None | code49 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges andsuch simillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removalof 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 CSR 2023-24, Vol-I, P. No. 5, I. No. 1.4 | Cum | 254.1 | 254.1 | 17.5 | False | None | None | False | None | False | 4446.75 | 0 | | 2999730 | 99943 | None | code50 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and ine aggregates as per relevant IS Codes machine mixed, laid in layers not xceeding 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 pecifications - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.1.3 | Cum | 6288.45 | 6288.45 | 1.31 | False | None | None | False | None | False | 8237.8695 | 0 | | 2999731 | 99943 | None | code51 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD CSR 2023-24, Vol-II, P. No. 9, I. No. 5.4 | Cum | 6708.45 | 6708.45 | 10.8 | False | None | None | False | None | False | 72451.26 | 0 | | 2999732 | 99943 | None | code52 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.) (Vol - II Page no: 44 item no: 8.19.1) | Sqm | 267.75 | 267.75 | 20.4 | False | None | None | False | None | False | 5462.1 | 0 | | 2999733 | 99943 | None | code53 | 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 rawing and technical specification. (Vol-1 Page no: 18 item no:2.11.h) | t | 82961.6 | 82961.6 | 0.07 | False | None | None | False | None | False | 5807.312 | 0 | | 2999734 | 99943 | None | code54 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paidseparately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Vol-1 Page No.16, Item No. 2.4.3) | Cum | 6652.8 | 6652.8 | 1.85 | False | None | None | False | None | False | 12307.68 | 0 | | 2999735 | 99943 | None | code55 | Rates of Formwork Shall be Added on percentage basis to finished concrete Item rate ForVarious Work Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Earth retaining structures | Cum | 3326.4 | 3326.4 | 1.85 | False | None | None | False | None | False | 6153.84 | 0 | | 2999736 | 99943 | None | code56 | Supplying and fixing surface box of required dia. and size with synthetic lid for valves or spindle rods. The surface box should be usable for 50 to 400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking clip, notched bolt, cross bar, washer and torque nut. (Page no : 32 Item no : 2.46) | No | 3573.15 | 3573.15 | 110.0 | False | None | None | False | None | False | 393046.5 | 0 |
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