2820719 | 91123 | None | code01 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or PWSS by vertical electrical sounding by adopting Venner or Schlumbergerss 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 10 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 | Each | 5446.64 | 5446.64 | 4.0 | False | None | None | False | None | False | 21786.56 | 0 |
2820720 | 91123 | 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 BWSSB SR 2324 VolV PNo 138 INo 121 (Borewell depth of 0 to 50 Mtrs) | Rmtr | 381.1 | 381.1 | 200.0 | False | None | None | False | None | False | 76220.0 | 0 |
2820721 | 91123 | None | code03 | Borewell depth of 50 to 100 Mtrs | Rmtr | 477.92 | 477.92 | 200.0 | False | None | None | False | None | False | 95584.0 | 0 |
2820722 | 91123 | None | code04 | Borewell depth of 100 to 150 Mtrs | Rmtr | 507.79 | 507.79 | 200.0 | False | None | None | False | None | False | 101558.0 | 0 |
2820723 | 91123 | None | code05 | Borewell depth of 150 to 200 Mtrs | Rmtr | 589.16 | 589.16 | 200.0 | False | None | None | False | None | False | 117832.0 | 0 |
2820724 | 91123 | None | code06 | Borewell depth of 200 to 250 Mtrs | Rmtr | 691.13 | 691.13 | 200.0 | False | None | None | False | None | False | 138226.0 | 0 |
2820725 | 91123 | None | code07 | Borewell depth of 250 to 300 Mtrs | Rmtr | 762.2 | 762.2 | 200.0 | False | None | None | False | None | False | 152440.0 | 0 |
2820726 | 91123 | None | code08 | Providing and fixing PVC pipe OD 250mm and 6 Kgsqcm BWSSB SR 2324 VolV PNo A44 INo 651 | Rmtr | 1133.0 | 1133.0 | 40.0 | False | None | None | False | None | False | 45320.0 | 0 |
2820727 | 91123 | None | code09 | Supply of ISI mark 175mm nominal boreplain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 42702001 and latest ammendments electrical resistance welded steel tubes material and conforming to IS 13871993 and manufactured by basic open hearth electric or basic oxygen process in random length of 57m both endsthreaded conforming to IS 5541985 one end fixed with socket conforming to IS 42702001 and the other end with screwed pipes all shall be responsibaly free from defects The tubes shall be responsible straight end should be with ISI marking weighing 2510kgmprices include CollarMedium duty
BWSSB SR 2324 VolV PNo 143 INo 1232 | Mtr | 1990.99 | 1990.99 | 40.0 | False | None | None | False | None | False | 79639.6 | 0 |
2820728 | 91123 | None | code10 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 80342000;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 500 HP 135 LPM @ 84 m 12 STG Outlet Dia 200
BWSSB SR 2324 VolV PNo 151 INo 13134 | No | 29702.11 | 29702.11 | 4.0 | False | None | None | False | None | False | 118808.44 | 0 |
2820729 | 91123 | None | code11 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty C Class as per IS 1239 PartI 1990 with latest amendments with ISI Mark one end fitted with Heavy Duty collar and Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty C Class as per IS 1239 PartI 1990 with latest amendments with ISI Mark one end fitted with Heavy Duty collar and end fitted with protective cover
BWSSB SR 2324 VolV PNo 155 INo 13271 | Mtr | 3141.5 | 3141.5 | 660.0 | False | None | None | False | None | False | 2073390.0 | 0 |
2820730 | 91123 | None | code12 | 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 6941990 with ISI Mark and as per its latest amendments 1x3x4 Sqm
BWSSB SR 2324 VolV PNo 154 INo 1322 | Mtr | 139.05 | 139.05 | 36.0 | False | None | None | False | None | False | 5005.8 | 0 |
2820731 | 91123 | None | code13 | Supply and delivery at site of brand new best make nonreturn valve as per IS 7781984 with ISI Mark and as per its latest amendments
BWSSB SR 2324 VolV PNo 154 INo 1322 | Each | 1287.5 | 1287.5 | 4.0 | False | None | None | False | None | False | 5150.0 | 0 |
2820732 | 91123 | None | code14 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws 20 x 20 x 25
KPWD Ele SR 202324 PartI PNo 10 INo 566 | Each | 324.45 | 324.45 | 4.0 | False | None | None | False | None | False | 1297.8 | 0 |
2820733 | 91123 | None | code15 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C Type curve indicator ONOFF energy cross3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 5063 A DP
KPWD Ele SR 202324 PartI PNo 13 INo 5176 | Each | 1417.28 | 1417.28 | 4.0 | False | None | None | False | None | False | 5669.12 | 0 |
2820734 | 91123 | None | code16 | Supplying of TPST with rewirable porcelain channels in SM enclosure Made out of 14 SWG powder coated paint of approved colour 32A
KPWD Ele SR 202324 PartI PNo 10 INo 551 | No | 2002.32 | 2002.32 | 4.0 | False | None | None | False | None | False | 8009.28 | 0 |
2820735 | 91123 | None | code17 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230440VAC 50 Hz 1224V DC
KPWD Ele SR 202324 PartI PNo 14 INo 538 | No | 477.92 | 477.92 | 4.0 | False | None | None | False | None | False | 1911.68 | 0 |
2820736 | 91123 | None | code18 | Supplying fully automatic stardelta starter unit push button type with suitable wires 3 contactors one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400440 V 3 phase and wired after fixing to the existing wooden board for motor upto 125 HP
KPWD Ele SR 202324 PartI PNo 10 INo 521 | Each | 7119.36 | 7119.36 | 4.0 | False | None | None | False | None | False | 28477.44 | 0 |
2820737 | 91123 | None | code19 | Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor upto 20 HP capacities
KPWD Ele SR 202324 PartI PNo 10 INo 53 | No | 829.15 | 829.15 | 4.0 | False | None | None | False | None | False | 3316.6 | 0 |
2820738 | 91123 | None | code20 | Wiring for lightingpower 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 IS694:confirming to latest amendments 4 mm2
KPWD Ele SR 202324 PartI PNo 3 INo 234 | Mtr | 60.77 | 60.77 | 100.0 | False | None | None | False | None | False | 6077.0 | 0 |
2820739 | 91123 | None | code21 | Supplying fixing and wiring heavy duty low voltage capacitors conforming to IS 2834 3 phase 400440 V grade for power factor improvement of rotating machineries like induction motor
KPWD Ele SR 202324 PartI PNo 10 INo 537 | Kvar | 444.96 | 444.96 | 40.0 | False | None | None | False | None | False | 17798.4 | 0 |
2820740 | 91123 | None | code22 | Earthing: Supplying 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 733 of IS 732 using 12mm bolts nuts washers and check nuts the pipe shall have 16 through holes of 12mm dia
KPWD Ele SR 202324 PartI PNo 164 INo 45 P430A | Job | 3862.5 | 3862.5 | 4.0 | False | None | None | False | None | False | 15450.0 | 0 |
2820741 | 91123 | None | code23 | Earth work excavation for pipelinescables 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 15 m including cost of labour tools usage& other appurtenances required to complete the workIn all kinds of soils Depth upto 150m
KPWD SR 2324 VolI PNo 6 INo161 | Mtr | 498.52 | 498.52 | 100.0 | False | None | None | False | None | False | 49852.0 | 0 |
2820742 | 91123 | None | code24 | Supplying and fixing LT cast Iron pot heads suitable for 11 KV class UG cable filled with necessary bitumen insulating compound complete with terminals clamps bolts nuts and washers etc 16 sq mm PWD Ele SR 201920p42It6102 | Each | 278.1 | 278.1 | 16.0 | False | None | None | False | None | False | 4449.6 | 0 |
2820743 | 91123 | None | code25 | Supplying of 11KV LT UG cable XLPE or Heat resistant PVC insulated PVC extruded inner sheath armoured UG LT cable as per IS 1554 part 1 or IS 7098 part1 Armouring strip thickness in average +5% and resistivity 14 Ohms kms Max as per IS 3975 IClass A PVC Cable 35 core 25 sqmm
PWD Ele SR 201920 PNo 40 INo 645 | Rmtr | 185.4 | 185.4 | 100.0 | False | None | None | False | None | False | 18540.0 | 0 |
2820744 | 91123 | None | code26 | Labour charges for laying of 11 KV class UG cable in existing trench GI pipe stoneware pipe on wall on pole as required 25 to 25 Sqmm
PWD Ele SR 201920 PNO 41 INo 652 | Mtr | 15.97 | 15.97 | 100.0 | False | None | None | False | None | False | 1597.0 | 0 |
2820745 | 91123 | None | code27 | 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
BWSSB SR 2324 VolV PNo 127 INo 1123 Medium Duty GI pipe of 25mm dia | Mtr | 331.66 | 331.66 | 12.0 | False | None | None | False | None | False | 3979.92 | 0 |
2820746 | 91123 | None | code28 | Supplying & fixing of Porcelain fuse channel with cut out on existing woodenpanel using necessary nuts bolts and washers
KPWD Ele SR 2324 PartI PNo 10 INo 572 32 A | Each | 206.0 | 206.0 | 12.0 | False | None | None | False | None | False | 2472.0 | 0 |
2820747 | 91123 | None | code29 | Fabricating supplying and mounting MS box made out SWG suitable for floor wall mounting fully weather proof with provision for better heat dissipation provided with hinged front cover equipped with tamper proof locking arrangements with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc complete 14 SWG
KPWD Ele SR 2324 PArtI PNo 15 INo 5421 | Sqmm | 0.44 | 0.44 | 150000.0 | False | None | None | False | None | False | 66000.0 | 0 |
2820748 | 91123 | None | code30 | Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing wood panel board using necessary screws bolts nuts necessary phase separators handle and wiring complete Protection of Overload and Short circuit in Thermal Magnetic Release Micro processor release shall have Earth Fault as per IS13947 Icu100% lcs In 4P MCCB all Poles should have protection for Short Circuit Over Load For Microprocessor MCCBS Facility for segregating Priority and Non Priority loads must be available in the MCCB MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open Multipole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism FOUR Pole 100 A 25 kA
KPWD Ele SR 2324 PArtI PNo 12 INo 5147 | Each | 8512.95 | 8512.95 | 4.0 | False | None | None | False | None | False | 34051.8 | 0 |
2820749 | 91123 | None | code31 | Supplying fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based digital readout of percentage leakage current programmable delayautomanual reset facility suitable to mount on DIN rail flush mounting on panel board
KPWD Ele SR 2324 Part I PNo 14 INo 521 | Each | 8565.48 | 8565.48 | 4.0 | False | None | None | False | None | False | 34261.92 | 0 |
2820750 | 91123 | None | code32 | Supplying A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve mounted on phenolicFRP DMC insulator which are mounted on powder coated 40x6mm MSflat frame work in existing panel board The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts nuts and washers etc complete 100 A 4 x 30 x 6 mm Aluminium Strips
KPWD Ele SR 2324 PArtI PNo 14 INo 521 | Mtr | 2280.42 | 2280.42 | 8.0 | False | None | None | False | None | False | 18243.36 | 0 |
2820751 | 91123 | None | code33 | Supplying fixing and wiring 50/5 to 40/05A 5VA burden Current Transformer Class 05 accuracy with Tape Wound
KPWD Ele SR 2324 PArtI PNo 14 INo 534 | Each | 520.15 | 520.15 | 8.0 | False | None | None | False | None | False | 4161.2 | 0 |
2820752 | 91123 | None | code34 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy.
(KPWD Ele SR 23-24 PArt-I, P.No. 14, I.No. 5.33) | Each | 8621.1 | 8621.1 | 8.0 | False | None | None | False | None | False | 68968.8 | 0 |
2820753 | 91123 | None | code35 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40X40X6mm
(KPWD Ele SR 23-24 PArt-I, P.No. 15, I.No. 5.41.1) | Rmtr | 283.25 | 283.25 | 24.0 | False | None | None | False | None | False | 6798.0 | 0 |
2820754 | 91123 | None | code36 | Supplying, fixing and wiring Automatic Power Factor controller circuit unit fully, static units controlled by 14 stage microprocessor operation, relays LED display, self programming function for power stages and operating logic checking facility for healthy and efficient of each individual capacitor bank, measurement of network harmonics with indication when limit values are exceeded, Comprehensive displays with large, three phase LED display, Long term memory for settings, protection for over voltage, power factor correction fault and no voltage, to connect/ disconnect banks, with automatic recognition or with standard programs.
(KPWD Ele SR 23-24 PArt-I, P.No. 15, I.No. 5.39) | Each | 20023.2 | 20023.2 | 4.0 | False | None | None | False | None | False | 80092.8 | 0 |
2820755 | 91123 | None | code37 | Supplying, fixing and wiring 3 Phase Digital Ammeter/Voltmeter
(KPWD Ele SR 23-24 PArt-I, P.No. 14, I.No. 5.29) | Each | 1318.4 | 1318.4 | 4.0 | False | None | None | False | None | False | 5273.6 | 0 |
2820756 | 91123 | None | code38 | GLSR: Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.
In ordinary/soft rock without blasting upto 1.5 m depth
(KPWD SR 23-24 Vol-I, P.No. 6, I.No.1.5.1) | cm | 307.97 | 307.97 | 96.0 | False | None | None | False | None | False | 29565.12 | 0 |
2820757 | 91123 | None | code39 | Depth exceeding 1.5m, but not exceeding 3 m
(KPWD SR 23-24 Vol-I, P.No. 6, I.No.1.5.2) | cm | 458.35 | 458.35 | 48.0 | False | None | None | False | None | False | 22000.8 | 0 |
2820758 | 91123 | None | code40 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates
(KPWD SR 23-24 Vol-I, P.No. 15, I.No.2.1.2) | cm | 5833.92 | 5833.92 | 3.2 | False | None | None | False | None | False | 18668.544 | 0 |
2820759 | 91123 | None | code41 | 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. C. Sub structure of Bridges
(KPWD SR 23-24 Vol-I, P.No. 17, I.No.2.11c) | Tonne | 89025.99 | 89025.99 | 25.39 | False | None | None | False | None | False | 2260369.8861 | 0 |
2820760 | 91123 | None | code42 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
(KPWD SR 23-24 VoI-I, P.No. 16, I.No. 2.4.3) | cm | 6526.08 | 6526.08 | 47.83 | False | None | None | False | None | False | 312142.4064 | 0 |
2820761 | 91123 | None | code43 | Providing and removing centering, shuttering, strutting, propping etc., | Sqm | 652.61 | 652.61 | 47.83 | False | None | None | False | None | False | 31214.3363 | 0 |
2820762 | 91123 | None | code44 | Food Graded Water Proofing Membrane: Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification.
(KPWD SR 23-24 VoI-II, P.No. 150, I.No. 15.6) | Sqm | 522.21 | 522.21 | 47.92 | False | None | None | False | None | False | 25024.3032 | 0 |
2820763 | 91123 | None | code45 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.
BWSSB SR 23-24 Vol-V, P.No. 85, I.No. 7.3 | No | 2204.2 | 2204.2 | 2.0 | False | None | None | False | None | False | 4408.4 | 0 |
2820764 | 91123 | None | code46 | 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.
BWSSB SR 23-24 Vol-V, P.No. 15, I.No. 13.12.6
4.00 HP - 90 LPM @ 88 m = 12 STG Outlet Dia - 2.00" | No | 27531.9 | 27531.9 | 2.0 | False | None | None | False | None | False | 55063.8 | 0 |
2820765 | 91123 | None | code47 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing). For MS Pipes of 219mm dia
BWSSB SR 23-24 Vol-V, P.No. 15, I.No. 13.12.6.
Pipe of 219mm dia -6.0mm thick | m | 4362.05 | 4362.05 | 50.0 | False | None | None | False | None | False | 218102.5 | 0 |
2820766 | 91123 | None | code48 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick 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. (KPWD SR 23-24 VoI-II, P.No. 41, I.No. 8.1.1) | Sqm | 262.65 | 262.65 | 94.21 | False | None | None | False | None | False | 24744.2565 | 0 |
2820767 | 91123 | None | code49 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 1 6 1 cement 6 fine sand to brick masonry including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labor curing complete as per specifications and as per directions of Engineer in charge
KPWD SR 23 24 VoI II PNo 42 INo 88 | Sqm | 382.13 | 382.13 | 19.48 | False | None | None | False | None | False | 7443.8924 | 0 |
2820768 | 91123 | None | code50 | Providing Providing & Installation of Storage System (Ground Level Storage Reservoir) using Prefabricated Corrosion resistant Zincalume steel structures made of as per IS- 15961 for intermediate balancing tank (filter feed tank) and confirming to the following capacity . The Material of construction of walls liner and Doom roof to be Zincalume steel Heavy Duty PVC Food grade and Zincalume sheets in knockdown form respectively to be assembled at site as per the drawings. Heavy duty hot dipped galvanized external ladder (1 no) to be provided along with heavy duty hot dipped galvanized access hatch. The rate is inclusive of the cost of installation of tank on sand bed with bold down clamps & 4 Each of Nozzles made of Galvanized steel to be provided for Inlet Outlet Drain and overflow. MOC of Storage System Zincalume steel (IS 15961) MOC of wall panels Zincalume alloy coated steel MOC of Liner Heavy Duty PVC Food grade MOC of Doom roof Zincalume alloy coated High tensile steel External ladder Heavy duty hot dipped galvanized (1 no) Access hatch Heavy duty hot dipped galvanized (1 no) Bolts Galvanized flanged head High tensile steel bolts Nozzles Galvanized steel ( 4 Each) Butterfly valves 2 Each (KPWD SR 23-24 VoI-V P.No. 243 I.No. 20.15.1)
Tank of capacity 201 to 300KL | Ltr | 11.33 | 11.33 | 202.05 | False | None | None | False | None | False | 2289.2265 | 0 |
2820769 | 91123 | None | code51 | Providing lime wash on walls with one coat with lime of approved quality to give an even shade including cost of materials labour complete as per specifications and as per directions of Engineer-in-charge. KPWD SR 23-24 VoI-II P.No. 44 I.No. 8.2 | Sqm | 10.3 | 10.3 | 19.48 | False | None | None | False | None | False | 200.644 | 0 |
2820770 | 91123 | None | code52 | Water Supply: 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 soils. Depth upto 1.50m.
(KPWD SR 23-24 Vol-I P.No. 6 I.No.1.6.1) | cm | 498.52 | 498.52 | 2508.12 | False | None | None | False | None | False | 1250347.9824 | 0 |
2820771 | 91123 | None | code53 | 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.
(KPWD SR 23-24 Vol-I P.No. 7 I.No.1.10) | cm | 164.8 | 164.8 | 1003.25 | False | None | None | False | None | False | 165335.6 | 0 |
2820772 | 91123 | None | code54 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labourrollingwaterall materialsusage& all other appurtenaces required to complete the work.
(KPWD SR 23-24 Vol-I P.No. 7 I.No.1.8) | cm | 488.22 | 488.22 | 1504.87 | False | None | None | False | None | False | 734707.6314 | 0 |
2820773 | 91123 | None | code55 | Supplying 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.
Rising main Main Line 110mm dia | Mtr | 483.07 | 483.07 | 415.0 | False | None | None | False | None | False | 200474.05 | 0 |
2820774 | 91123 | None | code56 | Sub Line 90mm dia
HDPE Grade PE80-PN10.0 90mm dia
BWSSB SR 23-24 Vol-V P.No. 95 I.No. 9.1.3 | Mtr | 330.63 | 330.63 | 492.0 | False | None | None | False | None | False | 162669.96 | 0 |
2820775 | 91123 | None | code57 | Distribution Line 63mm dia
HDPE Grade PE80-PN6.0 63mm dia
BWSSB SR 23-24 Vol-V P.No. 95 I.No. 9.1.1 | Mtr | 194.67 | 194.67 | 3560.0 | False | None | None | False | None | False | 693025.2 | 0 |
2820776 | 91123 | None | code58 | Providing and fixing GI union in existing GI pipe line cutting and threading the pipe and making long screws including excavation refilling the earth or cutting of wall and making good the same complete wherever required etc. complete for 20.88.6: 50 mm nominal bore. BWSSB SR 23-24 Vol-V P.No. 128 I.No. 11.4.6 | Each | 679.8 | 679.8 | 500.0 | False | None | None | False | None | False | 339900.0 | 0 |
2820777 | 91123 | None | code59 | Constructing brick masonry chamber of internal dimension 300x230mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6 bed concrete 150mm thick with 1:3:6 plastering 12 mm thick with cement mortar 1:4 CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. (BWSSB SR 23-24 Vol-V P.No. 191 I.No. 16.12) | Each | 2856.19 | 2856.19 | 500.0 | False | None | None | False | None | False | 1428095.0 | 0 |
2820778 | 91123 | None | code60 | Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50 seals are made of approved EPDM SS 304 float guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete. For K Air Valves of 80mm dia.
BWSSB SR 23-24 Vol-V P.No. 27 I.No. 2.33.1 | Each | 27133.29 | 27133.29 | 25.0 | False | None | None | False | None | False | 678332.25 | 0 |
2820779 | 91123 | None | code61 | 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. 25 mm nominal dia Pipes for Storage to Supply
(KPWD SR 23-24 Vol-II P.No. 122 I.No.13.31.3) | Mtr | 327.54 | 327.54 | 7500.0 | False | None | None | False | None | False | 2456550.0 | 0 |
2820780 | 91123 | None | code62 | 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. Storage Tank
(KPWD SR 23-24 Vol-II P.No. 123 I.No.13.34) | No | 9.27 | 9.27 | 250000.0 | False | None | None | False | None | False | 2317500.0 | 0 |
2820781 | 91123 | None | code63 | 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.
(KPWD SR 23-24 Vol-II P.No. 16 I.No. 6.33) | cm | 1267.93 | 1267.93 | 337.5 | False | None | None | False | None | False | 427926.375 | 0 |
2820782 | 91123 | None | code64 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick 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.
(KPWD SR 23-24 Vol-II P.No. 41 I.No. 8.1.1) | Sqm | 262.65 | 262.65 | 1725.0 | False | None | None | False | None | False | 453071.25 | 0 |