| 1707892551000 | 0 | None | None | Roads | Improvements to roads and Drains at JSS School & Govt School and Ganapathi Pura 6th to 12th Cross roads. Construction of Culverts, CC Drains to 1st and 2nd Main roads at PNB layout, Construction of CC Drains to 1st, 2nd, 3rd and 4th Cross roads at PNB Layout in ward no 206 Konanakunte, Improvements to Roads and Drains in Kothnur Kateramma Layout and Surrounding areas, Improvements to roads and Drains in Kothnur and Surrounding areas, ConstructionGO Sl No 10, 11, 12, 13, 14, 15, 16, 17, 18, 19,20 | 113208778.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2583514 | 80162 | None | 001 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock pilling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (PWD SR 2023-24 of Vol -3, Page No.12, I No.2.19 ) | Cum | 619.3 | 619.3 | 1769.6 | False | None | None | False | None | False | 1095913.28 | 0 | | 2583515 | 80162 | None | 002 | 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.(Page No 05 & Item No.1.4.1 KPWD SR 2023-24 VOL I) | Cum | 266.2 | 266.2 | 6763.77 | False | None | None | False | None | False | 1800515.574 | 0 | | 2583516 | 80162 | None | 003 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of & other appurtenances required to complete the workIn all kinds of soils upto 300 mm depth..Item No.1.12,Page No.8, Vol I SR 23-24 | Cum | 104.5 | 104.5 | 5032.71 | False | None | None | False | None | False | 525918.195 | 0 | | 2583517 | 80162 | None | 004 | 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 and down size graded crushed coarse aggregates (Page No 15 & Item No.2.1.2 KPWD SR 2023-24 VOL I) | Cum | 6230.4 | 6230.4 | 863.129 | False | None | None | False | None | False | 5377638.9216 | 0 | | 2583518 | 80162 | None | 005 | 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 paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No 16 & Item No.2.4.2 KPWD SR 2023-24 VOL I ) | Cum | 9389.6 | 9389.6 | 1692.449 | False | None | None | False | None | False | 15891419.1304 | 0 | | 2583519 | 80162 | None | 006 | 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. (Page No 16 & Item No.2.1.6 KPWD SR 2023-24 VOL I) | Cum | 6867.3 | 6867.3 | 4.83 | False | None | None | False | None | False | 33169.059 | 0 | | 2583520 | 80162 | None | 007 | 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(Page No 18 & Item No.2.11(c) KPWD SR 2023-24 VOL I ) | Tonne | 95076.3 | 95076.3 | 104.7528 | False | None | None | False | None | False | 9959508.63864 | 0 | | 2583521 | 80162 | None | 008 | Providing and fixing precast reinforced cement concrete covering slabs of 10cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work(Excluding of GST & Area Loading Charges) (Approved Rate Analysis copy enclosed) | Sqm | 1923.9 | 1923.9 | 3409.95 | False | None | None | False | None | False | 6560402.805 | 0 | | 2583522 | 80162 | None | 009 | Providing and fixing precast reinforced cement concrete covering slabs of 25cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work (Excluding of GST & Area Loading Charges) (Approved Rate Analysis copy enclosed) | Sqm | 6781.5 | 6781.5 | 351.0 | False | None | None | False | None | False | 2380306.5 | 0 | | 2583523 | 80162 | None | 010 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.For Grading -V Material(Page no-23, Item no-4.1(V) KPWD S.R 2023-24 VOL III) | Cum | 2735.7 | 2735.7 | 1813.725 | False | None | None | False | None | False | 4961807.4825 | 0 | | 2583524 | 80162 | None | 011 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Wet Mix Macadam (Plant mix method) .Item No.4.17,Page No.26, Vol III SR-23-24 | Cum | 2814.9 | 2814.9 | 1736.1435 | False | None | None | False | None | False | 4887070.33815 | 0 | | 2583525 | 80162 | None | 012 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.Prime Coat over WMM/WBM.(Page no-31, Item no-5.1 KPWD S.R 2023-24 VOL III) | Sqm | 45.1 | 45.1 | 7548.45 | False | None | None | False | None | False | 340435.095 | 0 | | 2583526 | 80162 | None | 013 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction(PWD SR 2023-2024 of Vol -3,Page No.33, I No.5.8.C | Cum | 8427.1 | 8427.1 | 377.4225 | False | None | None | False | None | False | 3180577.14975 | 0 | | 2583527 | 80162 | None | 014 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broo.Tack coat on Bituminous surface .(Page no-31, Item no-5.3 KPWD S.R 2023-24 VOL III) | Sqm | 13.2 | 13.2 | 14495.0 | False | None | None | False | None | False | 191334.0 | 0 | | 2583528 | 80162 | None | 015 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.Bituminous Concrete Grading II for traffic 20 MSA.(Page no-38, Item no-5.16(C) KPWD S.R 2023-24 VOL III) | Cum | 12049.4 | 12049.4 | 507.325 | False | None | None | False | None | False | 6112961.855 | 0 | | 2583529 | 80162 | None | 016 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(Page no-49, Item no-6.1 KPWD S.R 2023-24 VOL III) | Cum | 5412.0 | 5412.0 | 3560.925 | False | None | None | False | None | False | 19271726.1 | 0 | | 2583530 | 80162 | None | 017 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(Page No 149 & Item No.16.28 PWD SR 2023-24 VOL III) | Cum | 7429.4 | 7429.4 | 3631.125 | False | None | None | False | None | False | 26977080.075 | 0 | | 2583531 | 80162 | None | 018 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.(Page no-67, Item no-8.15 KPWD S.R 2023-24 VOL III) | Sqm | 583.0 | 583.0 | 555.25 | False | None | None | False | None | False | 323710.75 | 0 | | 2583532 | 80162 | None | 019 | Loading and Unloading of Stone Boulder/Stone aggregates /Sand/ Kankar/ Moorum.(Tipper 5.5 m3)(Page No. 5 Item No. 1.1(a) KPWD SR 2023-24 VOL III) | Cum | 148.5 | 148.5 | 13603.88 | False | None | None | False | None | False | 2020176.18 | 0 | | 2583533 | 80162 | None | 020 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(Page No 9 & Item No.5.3 KPWD SR 2023-24 VOL II) | Cum | 6825.5 | 6825.5 | 22.08 | False | None | None | False | None | False | 150707.04 | 0 | | 2583534 | 80162 | None | 021 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(Page No 9 & Item No.5.2 KPWD SR 2023-24 VOL II) | Cum | 7279.8 | 7279.8 | 11.04 | False | None | None | False | None | False | 80368.992 | 0 | | 2583535 | 80162 | None | 022 | 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. (Page No 17 & Item No.6.33 KPWD SR 2023-24 VOL II) | Sqm | 1354.1 | 1354.1 | 82.8 | False | None | None | False | None | False | 112119.48 | 0 | | 2583536 | 80162 | None | 023 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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 (Page No 42 & Item No.8.7 KPWD SR 2023-24 VOL II) | Sqm | 402.6 | 402.6 | 165.6 | False | None | None | False | None | False | 66670.56 | 0 | | 2583537 | 80162 | None | 024 | Providing and laying water proofing treatment to the Retaining wall area with PU Elastomeric Single component liquid applied, cold applied, mois ture cured high tensile elastomeric PU waterproofing membrane having elongation of more than 400% and having solid content of above 90% @ 1.6kg/m2 in 2 coats to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2. The cost is inclusive of surface preparation, crack filling, repair of loose mortar etc. completely as per specification.Polyurethane based water proofing for Retaining Wall (Page No 149 & Item No.15.4 KPWD SR 2023-24 VOL II) | Sqm | 976.8 | 976.8 | 69.0 | False | None | None | False | None | False | 67399.2 | 0 | | 2583538 | 80162 | None | 025 | Geophysical investigation at site for sinking borewells for supplying 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. (P-No 140, It No 12.4,Vol-V BWSSB SR 2023-24) | No | 5288.0 | 5288.0 | 1.0 | False | None | None | False | None | False | 5288.0 | 0 | | 2583539 | 80162 | None | 026 | 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 ) (P-No 139,It No 12.1 Vol-V BWSSB SR 2023-24) 0 to 50 m | Rmtr | 370.0 | 370.0 | 50.0 | False | None | None | False | None | False | 18500.0 | 0 | | 2583540 | 80162 | None | 027 | 50 to 100 m | Rmtr | 464.0 | 464.0 | 50.0 | False | None | None | False | None | False | 23200.0 | 0 | | 2583541 | 80162 | None | 028 | 100 to 150 m | Rmtr | 493.0 | 493.0 | 50.0 | False | None | None | False | None | False | 24650.0 | 0 | | 2583542 | 80162 | None | 029 | 150 to 200 m | Rmtr | 572.0 | 572.0 | 50.0 | False | None | None | False | None | False | 28600.0 | 0 | | 2583543 | 80162 | None | 030 | 200 to 250 m | Rmtr | 671.0 | 671.0 | 50.0 | False | None | None | False | None | False | 33550.0 | 0 | | 2583544 | 80162 | None | 031 | 250 to 300 m | Rmtr | 740.0 | 740.0 | 50.0 | False | None | None | False | None | False | 37000.0 | 0 | | 2583545 | 80162 | None | 032 | 300 to 350 m | Rmtr | 868.0 | 868.0 | 50.0 | False | None | None | False | None | False | 43400.0 | 0 | | 2583546 | 80162 | None | 033 | 350 to 400 m | Rmtr | 937.0 | 937.0 | 50.0 | False | None | None | False | None | False | 46850.0 | 0 | | 2583547 | 80162 | None | 034 | Providing and fixing PVC pipe - OD 250mm and 6 Kg/sqcm (P-No A-44,Sl No-651 Vol-V BWSSB SR 2023-24) | Mtr | 1100.0 | 1100.0 | 20.0 | False | None | None | False | None | False | 22000.0 | 0 | | 2583548 | 80162 | None | 035 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 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 25.10kg/m.prices include Collar-Medium duty.(P-No 143,It No 12.32 Vol-V BWSSB SR 2023-24) | Rmtr | 1933.0 | 1933.0 | 13.0 | False | None | None | False | None | False | 25129.0 | 0 | | 2583549 | 80162 | None | 036 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments,(P-No 143,It No 12.33 Vol-V BWSSB SR 2023-24) | Each | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | | 2583550 | 80162 | None | 037 | 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 pecifications,as per necessary ammendments and instructions of engineer incharge of work. (For 10.00 HP -135 LPM @ 168m=12 STG Outlet Dia-2.00") P-No 152,It No 13.16.5 Vol-V BWSSB SR 2023-24) | Each | 43930.0 | 43930.0 | 1.0 | False | None | None | False | None | False | 43930.0 | 0 | | 2583551 | 80162 | None | 038 | 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. (Page No.127, I.No.11.2.6 BWSSB SR Vol-5 2023-24) | Mtr | 584.0 | 584.0 | 336.0 | False | None | None | False | None | False | 196224.0 | 0 | | 2583552 | 80162 | None | 039 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694:1990. 3CX4.0 sq.mm (PWD Ele SR Vol-VI 2023-24,P-7/It-2.6.2) | Rmtr | 168.0 | 168.0 | 700.0 | False | None | None | False | None | False | 117600.0 | 0 | | 2583553 | 80162 | None | 040 | Gunmetal non-return valve-vertical (screwed end) 50 mm dia.(Vol-II SR 2023-24,Pg.No(A-25 /Sl no.425) | Each | 1188.0 | 1188.0 | 5.0 | False | None | None | False | None | False | 5940.0 | 0 | | 2583554 | 80162 | None | 041 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 50mm Nominal Bore :(SR 2023-24 Vol-II P.No 119 I.No 13.10.6) | No | 757.9 | 757.9 | 1.0 | False | None | None | False | None | False | 757.9 | 0 | | 2583555 | 80162 | None | 042 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for 50mm dia GI elbow(P-No 129,It No 11.7.6 Vol-V BWSSB SR 2023-24) | No | 267.0 | 267.0 | 1.0 | False | None | None | False | None | False | 267.0 | 0 | | 2583556 | 80162 | None | 043 | Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any.For 50mm dia GI Hexagonal Nipple(P-No 132,It No 11.14.6 Vol-V BWSSB SR 2023-24) | No | 213.0 | 213.0 | 1.0 | False | None | None | False | None | False | 213.0 | 0 | | 2583557 | 80162 | None | 044 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any.. For 50 mm dia GI collar:(P-No 129,It No 11.6.6 Vol-V BWSSB SR 2023-24) | Each | 267.0 | 267.0 | 56.0 | False | None | None | False | None | False | 14952.0 | 0 | | 2583558 | 80162 | None | 045 | 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"x20"x2.5", (PWD ELE SR 2023-24 Vol-VI P.no.14/I no.5.6.6) | No | 326.13 | 326.13 | 1.0 | False | None | None | False | None | False | 326.13 | 0 | | 2583559 | 80162 | None | 046 | Fabricating supplying and mounting MS box made out 18 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 cableentry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.( PWD ELE SR 2023-24 Vol -VI P. NO.20 I No 5.42.3 | Sq CM | 0.38 | 0.38 | 20000.0 | False | None | None | False | None | False | 7600.0 | 0 | | 2583560 | 80162 | None | 047 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.(PWD Ele SR 2023-24 Vol-VI ,P-17/Sl no.5.18.6) 50-63 A DP | No | 1102.0 | 1102.0 | 1.0 | False | None | None | False | None | False | 1102.0 | 0 | | 2583561 | 80162 | None | 048 | Supplying of TPST with rewirable porcelain channels in SM encloser made out of 14 SWG powder coated point of approved colour 32 amps (PWD Ele SR 2023-24 Vol-VI, P-14, It-5.5.1) | No | 1701.0 | 1701.0 | 1.0 | False | None | None | False | None | False | 1701.0 | 0 | | 2583562 | 80162 | None | 049 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.(PWD Ele SR 2023-24 Vol-VI,P-19,It no.5.38) | No | 515.0 | 515.0 | 1.0 | False | None | None | False | None | False | 515.0 | 0 | | 2583563 | 80162 | None | 050 | Supplying fully automatic star-delta 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 400/440 V 3 phase and wired after fixing to the existing wooden board for motor. upto 12.5HP (PWD Ele SR 2023-24 Vol-VI,P-14,It no.-5.2.1) | No | 7455.0 | 7455.0 | 1.0 | False | None | None | False | None | False | 7455.0 | 0 | | 2583564 | 80162 | None | 051 | Supplying and fixing single phase preventer using necessary wires over an existing panel board suitable for motor upto 20 HP capacities.(PWD Ele SR 2023-24 Vol-VI,P-14/Sl no.5.3) | No | 904.02 | 904.02 | 1.0 | False | None | None | False | None | False | 904.02 | 0 | | 2583565 | 80162 | None | 052 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 confirming to latest amendments. I Group A 4sqmm (PWD-Ele-SR 2023-24, P-5, It no-2.3.4) | Mtr | 63.0 | 63.0 | 15.0 | False | None | None | False | None | False | 945.0 | 0 | | 2583566 | 80162 | None | 053 | Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400/440 V grade, for power factor improvement of rotating machineries like induction motor (PWD Ele SR 2023-24 Vol-VI ,P.No-19/Sl no.5.37) | Kvar | 480.0 | 480.0 | 2.0 | False | None | None | False | None | False | 960.0 | 0 | | 2583567 | 80162 | None | 054 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other quipments 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.(P-No 157,It No 13.39 Vol-V BWSSB SR 2023-24) | Each | 3750.0 | 3750.0 | 1.0 | False | None | None | False | None | False | 3750.0 | 0 | | 2583568 | 80162 | None | 055 | 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. . In all kinds of soils. Depth upto 1.50m (P.No-10 I.No- 1.17.1 Vol-1 CSR-2023-24) | Cum | 288.2 | 288.2 | 5.399 | False | None | None | False | None | False | 1555.9918 | 0 | | 2583569 | 80162 | None | 056 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 6sqmm,2 core(24 GI Wire-1.4mm)(Pg No 13,It No 32.01,Sl No 197,Material Code 287054 ESCOM SR 2023-24 Vol VI) | Km | 63406.0 | 63406.0 | 0.05 | False | None | None | False | None | False | 3170.3 | 0 | | 2583570 | 80162 | None | 057 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 32 mm dia 2.5 mm thick(PWD Ele SR 2023-24 Vol-VI, P.No-2 ,It-1.3.3) | Mtr | 99.0 | 99.0 | 15.0 | False | None | None | False | None | False | 1485.0 | 0 | | 2583571 | 80162 | None | 058 | 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 Medium Duty GI pipe:: Medium Duty GI pipe of 25mm dia(P-No 127,It No 11.2.3 Vol-V BWSSB SR 2023-24) | Mtr | 322.0 | 322.0 | 2.0 | False | None | None | False | None | False | 644.0 | 0 | | 2583572 | 80162 | None | 059 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 63 amps(PWD Ele SR 2023-24 Vol-VI,P-14,It-5.7.3) | No | 401.0 | 401.0 | 3.0 | False | None | None | False | None | False | 1203.0 | 0 | | 2583573 | 80162 | None | 060 | Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (PWD SR 2023-24 Vol-I, P.No 10, I.No 1.19.1) | Cum | 499.4 | 499.4 | 37.8 | False | None | None | False | None | False | 18877.32 | 0 | | 2583574 | 80162 | None | 061 | 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 For HDPE Grade 80 PE 80 PN 16 63mm(Pg No 98 I No 9.5.1 BWSSB SR 2023-24) | Mtr | 327.0 | 327.0 | 280.0 | False | None | None | False | None | False | 91560.0 | 0 | | 2583575 | 80162 | None | 062 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD SR 2023-24 Volume I P.No 7 I.No 1.10) | Cum | 176.0 | 176.0 | 26.459 | False | None | None | False | None | False | 4656.784 | 0 | | 2583576 | 80162 | None | 063 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 65 mm nominal bore PWD SR 2023-24 Volume II P.No 117 I.No :13.4.5 | Each | 1552.1 | 1552.1 | 1.0 | False | None | None | False | None | False | 1552.1 | 0 | | 2583577 | 80162 | None | 064 | Providing and fixing brass stop cock of approved quality :15mm Nominal Bore(PWD SR 2023-24 Volume II P.No 117 I.No :13.3.1) | Each | 328.9 | 328.9 | 1.0 | False | None | None | False | None | False | 328.9 | 0 |
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