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Ladakh SOR 2024

Rain Water Harvasting and Tube Wells rates

37 rain water harvasting and tube wells items from the Ladakh Public Works (R&B), effective 2024-08-01.

Rain Water Harvasting and Tube Wells rates in the Ladakh Ladakh Schedule of Rates 2024 run from ₹203.22 to ₹6,902.95. Transcribed from UT of Ladakh, Public Works (R&B) Department — Ladakh Schedule of Rates (LSoR) 2024, Order No.58-LA-PW(R&B) of 2024 dated 24.07.2024, operative from 1 August 2024. Reference only — verify against the official source before pricing a bid.

37 items — scroll the table to browse

DescriptionUnit
27.1.1.1Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level — All types of soil300 mm diaMetre2,620.38
27.1.1.2Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level — All types of soil350 mm diaMetre2,667.71
27.1.1.3Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level — All types of soil400 mm diaMetre3,999.86
27.1.2.1Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level — Rocky strata including Boulders300 mm diaMetre5,487.32
27.1.2.2Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level — Rocky strata including Boulders350 mm diaMetre5,654.64
27.1.2.3Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level — Rocky strata including Boulders400 mm diaMetre5,888.95
27.2.1.1Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level — All types of soil300 mm diaMetre3,057.11
27.2.1.2Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level — All types of soil350 mm diaMetre3,396.79
27.2.1.3Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level — All types of soil400 mm diaMetre4,585.66
27.2.2.1Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level — Rocky strata including Boulders300 mm diaMetre5,605.71
27.2.2.2Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level — Rocky strata including Boulders350 mm diaMetre5,795.37
27.2.2.3Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level — Rocky strata including Boulders400 mm diaMetre6,902.95
27.3.1Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge100 mm nominal size diaMetre642.64
27.3.2Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge150 mm nominal size diaMetre833.56
27.4.1Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVCmedium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labourcharges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge100 mm nominal size diaMetre673.94
27.4.2Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVCmedium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labourcharges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge150 mm nominal size diaMetre869.55
27.4.3Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVCmedium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labourcharges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge200 mm nominal size diaMetre1,323.51
27.5Supplying, 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-chargeCum997.98
27.6Supplying, 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 Engineer-in-chargeCum1,201.42
27.7Supplying, 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-chargeCum1,201.42
27.8Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravelfine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as perdirection of Engineer-in-chargeCum1,250.59
27.9Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-chargeEach1,428.01
27.10.1Supplying, 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- charge100 mm nominal size dia having minimum wall thickness 5.00 mmMetre1,358.67
27.10.2Supplying, 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- charge150 mm nominal size dia having minimum wall thickness 5.00 mmMetre203.22
27.10.3Supplying, 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- charge200 mm nominal size dia having minimum wall thickness 5.40 mmMetre2,412.32
27.11.1Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge100 mm nominal size diaMetre1,476.82
27.11.2Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge150 mm nominal size diaMetre2,100.93
27.11.3Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge200 mm nominal size diaMetre2,568.45
27.12Development of tube well in accordance with IS: 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-chargeHour988.91
27.13.1Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of100 mm diaEach221.82
27.13.2Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of150 mm diaEach246.47
27.14.1Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell asper IS: 2800 (part I), including necessary bolts & nuts of required size complete100 mm clampEach2,307.93
27.14.2Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell asper IS: 2800 (part I), including necessary bolts & nuts of required size complete150 mm clampEach2,307.93
27.14.3Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell asper IS: 2800 (part I), including necessary bolts & nuts of required size complete200 mm clampEach2,307.93
27.15.1Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I)100 mm diaEach269.95
27.15.2Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I)150 mm diaEach332.58
27.15.3Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I)200 mm diaEach363.88

Pricing rain water harvasting and tube wells against a live tender

Mapping a tender BOQ to the right schedule items, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.

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