Directorate Of Municipal Administration Tender

ele004 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig ofcapacity 300 PSIG & above 1100 CMF & above in all strata includingover burdern upto 20 m. Fixing of casing pipes, collars and cap withnecessary 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 minimumworking of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete )common SR 2024-23 vol-5,IN12.1.1,2,3).1.PN-139.above 100 m upto 150m,2nd correngendum w.e.f.7/6/2022

ele005 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipegrade of steel Fe 410 of wall thickness conforming to IS 4270-2001 andlatest ammendments, electrical resistance welded steel tubes, materialand conforming to IS 1387-1993 and manufactured by basic openhearth electric or basic oxygen process in random length of 5-7m bothends.threaded conforming to IS 554-1985 one end fixed with socketconforming to IS 4270-2001 and the other end with screwed pipes allshall be responsibaly free from defects. The tubes shall be responsiblestraight end should be with ISI marking weighing 25.10kg/m.pricesinclude Collar-Medium duty.)common SR 2023-24 vol-5,I.no12.32.PN-143

ele006 - 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 common SR 2023-24 vol-5,IN 12.33,PN-143

ele007 - Providing and laying at site of work MS casing caps 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 am en d m en ts in clu d in g cost of m aterial an d lab ou r charg es for fixing, if any etc. complete with all lead and lifts and as d irected b y the En g in eer in charg ecommon SR 2023-24 vol-5,IN12.34.PN-143

ele008 - Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour 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 testing of as per instructions of engineer incharge of work common SR 2023-24 vol-5,.PN-156, I.no.13.32

ele009 - Supplyinganddrawing3coreflatPVCsheathedsubmersiblepumpcablemanufacturedwithelectrolyticgradecopperwithflexiblecopperwithlowresistanceconductorconfirmingto13-81301984 and virgin grade PVC insulation andpowdercoatingextrudedPVCsheathedsuitable for working voltage upto 1100 Volts as per IS-694-1990.(P.no.7,I.no.2.6.2)

ele010 - Providing wrought mild steel (galvanized) 50 mm dia GI collar confirming to IS 1239-2, 1991 with latest amendments if any. 50mm dia( common SR 2023-24 vol-5,IN 11.6.6.4.PN-129,)

ele011 - Supply and delivery at site wrought middle steel (galvanized) 50 mm dia GI union confirming to IS 1239- II, 1991 with latest amendments if any. 50mm dia common SR 2023-24 vol-5,PN-131, I.no.11.12.6

ele012 - Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI bend confirming to IS 1239- II, 1991 with latest amendments if any. 50mm dia common SR 2023-24 vol-5,N 11.8.6.PN-130

ele013 - Supply and delivery at site of brand new best make non-return valve asper IS 778-1984 with ISI Mark and as per its latest amendments.common SR 2023-24 vol-5,.PN-154.I.no. 13.25.1Size 50 mm

ele014 - 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 perrelevant ISS with all lead and lifts including encasing the pipe alround toa depth of not less than 15 cms. with soft gravel or selected earth availablefrom the excation, testing and commissioning. The rate is exclusive ofrequired specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 -HDPE Grade PE80-PN6.0, 63mm dia,CSR 2021-22,vol-5,PN-95,I.no.9.1.1

ele015 - Fabricating supplying and mounting MS box made out 16SWGsuitable for floor /wall mounting, fully weather proof withprovision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps 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. Common SR Vol 6 Item No 5.42.2 Pg No 19)

ele016 - Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32-63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. (Common SR 2023-24 Item No 5.35 Pg No 18)

ele017 - Supplyingfixingandwiringearthelectrodeforgroundingoflifts,transformers,DGsetsetc.using40mmdia2.9mmthick2.5mlongGIpipewithGIfunnelwithmeshandsuitablesizereducerfixedonthetopoftheearthelectrode.ThefunnelshouldbeenclosedinaCCchamberof400L 400B 400H in mm with acastiron cover .The earth electrode shal lhave staggeredholes of12mm dia andtheelectrodeshouldbecovered150mmall-roundwithalternatelayersofsaltandcharcoalfromthebottomoftheCCchamber.Theconnectionfromtheelectrode is to be established through GI strip using GI bolts and nuts.

ele018 - Providing and laying in position Cement Concrete for all Foundation works.The graniteortraporbasalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, costof all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.no15, I.no2.2.1,2023-24SR)

ele019 - Providing and fixing RCC name board of size 1.35L 0.60B 0.04H fixed in reinforced cement concrete poles of size0.10L 0.10B 2.60H m in cement concrete M 20 proportion using20mm and down size graded metal machine mixed with10mm dia main steel bars and 8mm dia stirpes as shown indrawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1 is to 4 on both the sides. The poles shallbe embedded in the ground for a depth of 0.5 m with cementconcrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges and fixing charges. (Common SR Vol 3 Item No 8.55 Pg No 79)