| 1726222497000 | 0 | None | None | Water supply/sewage lines | Sinking of Bore well and construction of cistern and laying of pipeline at A near Degree college B in Bijili colony and Hyderabad colony C near Krishna Rao house D behind Lakshmi Devi Temple and repairs to cisterns in ward no 01 in Manvi Town | 1254290.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4001080 | 154822 | 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 consolidated 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 transportation 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. etc. complete.PWD CSR Vol-V 2023-24 P.No.140, I.No.12.4 | Each | 5552.4 | 5552.4 | 5.0 | False | None | None | False | None | False | 27762.0 | 0 | | 4001081 | 154822 | 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): Borewell depth of 0 to 50 Mtrs PWD CSR Vol-V 2023-24 P.No.139, I.No.12.1.1 | m | 388.5 | 388.5 | 250.0 | False | None | None | False | None | False | 97125.0 | 0 | | 4001082 | 154822 | 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): Borewell depth of 50 to 100 Mtrs PWD CSR Vol-V 2023-24 P.No.139, I.No.12.1.2 | m | 487.2 | 487.2 | 130.0 | False | None | None | False | None | False | 63336.0 | 0 | | 4001083 | 154822 | None | code04 | 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 For: PVC pipes 160mm dia., 6 kg/sqcm & class 3 PWD CSR Vol-V 2023-24 P.No.113, I.No.10.1.9 | m | 648.9 | 648.9 | 130.0 | False | None | None | False | None | False | 84357.0 | 0 | | 4001084 | 154822 | None | code05 | Providing 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, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50" Outlet Dia - 2.00" PWD CSR Vol-V 2023-24 P.No.151, I.No.13.11.1 | Each | 24326.4 | 24326.4 | 3.0 | False | None | None | False | None | False | 72979.2 | 0 | | 4001085 | 154822 | None | code06 | 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 latest amendments etc. complete. 1.50 HP/1.1KW-12 STG PWD CSR Vol-V 2023-24 P.No.150, I.No.13.7.3 | Each | 16188.9 | 16188.9 | 2.0 | False | None | None | False | None | False | 32377.8 | 0 | | 4001086 | 154822 | None | code07 | 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) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. for outdoor-Upto 3 HP pumps PWD CSR Vol-V 2023-24 P.No.155, I.No.13.24.1 | Each | 7875.0 | 7875.0 | 5.0 | False | None | None | False | None | False | 39375.0 | 0 | | 4001087 | 154822 | None | code08 | 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.1x3x6 Sqm. PWD CSR Vol V 2023-24 P.No.154, I.No.13.22.4 | m | 194.25 | 194.25 | 200.0 | False | None | None | False | None | False | 38850.0 | 0 | | 4001088 | 154822 | None | code09 | Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards.pressure guage 80MM PWD CSR Vol-V 2023-24 P.No.157, I.No.13.41.1 | Each | 626.85 | 626.85 | 5.0 | False | None | None | False | None | False | 3134.25 | 0 | | 4001089 | 154822 | None | code10 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments. Size 50 mm PWD CSR Vol-V 2023-24 P.No.154, I.No.13.24.1 | Each | 1312.5 | 1312.5 | 5.0 | False | None | None | False | None | False | 6562.5 | 0 | | 4001090 | 154822 | None | code11 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. PWD CSR Vol-V 2023-24 P.No.155, I.No.13.25 | Kvar | 577.5 | 577.5 | 5.0 | False | None | None | False | None | False | 2887.5 | 0 | | 4001091 | 154822 | None | code12 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - 75mm dia PWD CSR Vol-V 2023-24 P.No.95, I.No.9.1.2 | m | 257.25 | 257.25 | 210.0 | False | None | None | False | None | False | 54022.5 | 0 | | 4001092 | 154822 | None | code13 | 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 PWD CSR Vol-V 2023-24 P.No.154, I.No.13.25.1 | Each | 1312.5 | 1312.5 | 5.0 | False | None | None | False | None | False | 6562.5 | 0 | | 4001093 | 154822 | None | code14 | 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):50 mm PWD CSR Vol-V 2023-24 P.No.155, I.No.13.27.1 | Each | 3202.5 | 3202.5 | 5.0 | False | None | None | False | None | False | 16012.5 | 0 | | 4001094 | 154822 | None | code15 | 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. PWD CSR Vol-V 2023-24 P.No.156, I.No.13.32 | Job | 6825.0 | 6825.0 | 5.0 | False | None | None | False | None | False | 34125.0 | 0 | | 4001095 | 154822 | None | code16 | 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. PWD CSR Vol-V 2023-24 P.No.156, I.No.13.34 | Job | 1522.5 | 1522.5 | 5.0 | False | None | None | False | None | False | 7612.5 | 0 | | 4001096 | 154822 | None | code17 | 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 specificationswith testing of as per instructions of engineer incharge of work. 3.5 x 6 sqmm PWD CSR Vol-V 2023-24 P.No.156, I.No.13.35.2 | m | 168.0 | 168.0 | 200.0 | False | None | None | False | None | False | 33600.0 | 0 | | 4001097 | 154822 | None | code18 | Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. PWD CSR Vol-V 2023-24 P.No.157, I.No.13.39 | Job | 3937.5 | 3937.5 | 5.0 | False | None | None | False | None | False | 19687.5 | 0 | | 4001098 | 154822 | None | code19 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. PWD CSR Vol-V 2023-24 P.No.156, I.No.13.36 | m | 141.75 | 141.75 | 200.0 | False | None | None | False | None | False | 28350.0 | 0 | | 4001099 | 154822 | None | code20 | 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 CSR Vol-I 2023-24 P.No.5, I.No.1.4.1 | Cum | 254.1 | 254.1 | 5.064 | False | None | None | False | None | False | 1286.7624 | 0 | | 4001100 | 154822 | None | code21 | 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 CSR Vol-I 2023-24 P.No.15, I.No.2.1.3 | Cum | 6288.45 | 6288.45 | 1.013 | False | None | None | False | None | False | 6370.19985 | 0 | | 4001101 | 154822 | None | code22 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). PWD CSR Vol-II 2023-24 P.No.9, I.No.5.4 | Cum | 6708.45 | 6708.45 | 8.4644 | False | None | None | False | None | False | 56783.00418 | 0 | | 4001102 | 154822 | None | code23 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.6 | Cum | 6555.15 | 6555.15 | 1.013 | False | None | None | False | None | False | 6640.36695 | 0 | | 4001103 | 154822 | None | code24 | 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. PWD CSR Vol-II 2023-24 P.No.44, I.No.8.9.1 | Sqm | 267.75 | 267.75 | 12.78 | False | None | None | False | None | False | 3421.845 | 0 | | 4001104 | 154822 | None | code25 | RCC hume pipe Circular pump house: Providing precast RCC Circular
Hume pipe pump house with or without M.S door and RCC conical roof/ flat roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete as per directionsof Engineer-in charge. PWD CSR Vol-V 2023-24 P.No.A-116, I.No.10.6 | Each | 17221.05 | 17221.05 | 5.0 | False | None | None | False | None | False | 86105.25 | 0 | | 4001105 | 154822 | None | code26 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. PWD CSR Vol-V 2023-24 P.No.116, I.No.10.7 | Each | 1976.1 | 1976.1 | 5.0 | False | None | None | False | None | False | 9880.5 | 0 | | 4001106 | 154822 | None | code27 | 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. For: PVC pipes 25mm dia, 10 kg/sqcm & class 5. PWD CSR Vol-V 2023-24 P.No.10.1.1 SI.No.113 | m | 50.4 | 50.4 | 15.0 | False | None | None | False | None | False | 756.0 | 0 | | 4001107 | 154822 | None | code28 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.For 50 mm dia GM (Copper alloy) Gate valves PWD CSR Vol-V 2023-24 P.No.133, I.No.11.15.6 | Each | 1772.4 | 1772.4 | 5.0 | False | None | None | False | None | False | 8862.0 | 0 | | 4001108 | 154822 | None | code29 | 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.All kinds of soils. Depth upto 1.50 m PWD CSR Vol-I 2023-24 P.No.10, I.No.1.17.1 | Cum | 275.1 | 275.1 | 324.0 | False | None | None | False | None | False | 89132.4 | 0 | | 4001109 | 154822 | None | code30 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN6.0, 63mm dia. PWD CSR Vol-V 2023-24 P.No.95, I.No.9.1.1 | m | 198.45 | 198.45 | 900.0 | False | None | None | False | None | False | 178605.0 | 0 | | 4001110 | 154822 | None | code31 | 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 CSR Vol-I 2023-24 P.No.7, I.No.1.10 | Cum | 168.0 | 168.0 | 324.0 | False | None | None | False | None | False | 54432.0 | 0 | | 4001111 | 154822 | None | code32 | Providing 12 mm cement plaster with cement mortar 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 CSR Vol-II 2023-24 P.No.41, I.No.8.1.2 | Sqm | 253.05 | 253.05 | 80.0 | False | None | None | False | None | False | 20244.0 | 0 | | 4001112 | 154822 | None | code33 | 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. PWD CSR Vol-II 2023-24 P.No.44, I.No.8.9.1 | Sqm | 267.75 | 267.75 | 54.0 | False | None | None | False | None | False | 14458.5 | 0 | | 4001113 | 154822 | None | code34 | 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 CSR Vol-II 2023-24 P.No.45, I.No.8.28 | Sqm | 93.45 | 93.45 | 40.0 | False | None | None | False | None | False | 3738.0 | 0 | | 4001114 | 154822 | None | code35 | 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. For: PVC pipes 25mm dia, 10 kg/sqcm & class 5. PWD CSR Vol-V 2023-24 P.No.10.1.1 SI.No.113 | m | 50.4 | 50.4 | 50.0 | False | None | None | False | None | False | 2520.0 | 0 | | 4001115 | 154822 | None | code36 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 40 mm dia PVC BEND PWD CSR Vol-V 2023-24 P.No.118, I.No.10.11.6. | No | 59.85 | 59.85 | 40.0 | False | None | None | False | None | False | 2394.0 | 0 | | 4001116 | 154822 | None | code37 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 40 mm dia PVC Tee PWD CSR Vol-V 2023-24 P.No.117, I.No.10.10.3 | No | 40.95 | 40.95 | 40.0 | False | None | None | False | None | False | 1638.0 | 0 | | 4001117 | 154822 | None | code38 | Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 90 mm long, weighing not less than 93 g PWD CSR Vol-II 2023-24 P.No.120 Item No.13.17.4 | No | 254.1 | 254.1 | 40.0 | False | None | None | False | None | False | 10164.0 | 0 | | 4001118 | 154822 | None | code39 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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 CSR Vol-I 2023-24 P.No.5 Item No.1.2 | Cum | 603.75 | 603.75 | 1.75 | False | None | None | False | None | False | 1056.5625 | 0 | | 4001119 | 154822 | None | code40 | Providing and laying in position Cement Concrete Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates 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. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.2 | Cum | 5947.2 | 5947.2 | 2.625 | False | None | None | False | None | False | 15611.4 | 0 | | 4001120 | 154822 | None | code41 | Providing and laying in position Cement ConcreteMix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates 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. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.6 | Cum | 6555.15 | 6555.15 | 1.75 | False | None | None | False | None | False | 11471.5125 | 0 |
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