Directorate Of Municipal Administration Tender

code04 - Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any(KUWSDB SR 2023-24, V-5,Pg No:129, Item No:-11.6.6) For 50 mm dia GI collar:

code05 - 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.(KUWSDB SR 2023-24, V-5,Pg No:155, Item No:-13.24.3) 6 to 15 HP pumps

code06 - Supplying & fixing of Porcelain fuse channel with cut out onexisting wooden/panel using necessary nuts, bolts and washers(PWD ELE SR 2023-24, V-6,Pg No:02, Item No:-5.7.4) 100 A

code07 - 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.(KUWSSDB SR 2023-24, V-6,Pg No:154, Item No:-13.32)

code08 - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for:(KUWSSDB SR 2023-24, V-6,Pg No:129, Item No:-11.7.6) For 50 mm dia GI elbow

code09 - 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(KUWSSDB SR 2023-24, V-6,Pg No:154, Item No:-13.25.1) For 50 mm

code10 - Supply and delivery at site of brand new best Gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments (KUWSDB SR 2023-24, V-5, Pg No:-154, Item Code:-13.24.1 )

code11 - Fabricating supplying and mounting MS box made out ....SWGsuitable for floor /wall mounting, fully weather proof with provisionfor better heat dissipation, provided with hinged front cover,equipped with tamper proof locking arrangements, with suitablesize clamps with necessary cable entry pipe with gland and boxshould be finished with 7tanks treatment with powder coated paintand finally finished with approved colour etc., complete.(PWD ELE SR 2023-24, V-6, Pg No:02, Code:5.42.2)16 SWG

code12 - Wiring for lighting/power circuit using one of FRLS PVC insulated1100V grade, multistrand copper wire with low conductor resistancesingle core in open or concealed system of wiring with specified IS 694:2010 (PWD ELE SR 2023-24, V-6,Pg No:06, Item No:-2.3.7) 16 mm2

code13 - 1.1 kv , XPLE 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 ( Bescom SR 2023-24, V-6, Pg No:013, Code: 32.08) 25 Sqmm, 4 Core , (13 GI Strips - 4*0.8 mm)

code14 - Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface.(KUWSSDB SR 2023-24, V-05, Pg No:-63 Item no:-1.3)

code15 - 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. (PWD SR 2023-24, V-01, Pg No:06, Item No:-1.6.1 ) In all kinds of soils. Depth upto 1.50m

code16 - 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. (KUWSDB SR 2023-24, V-5, Pg No:-113, Item Code:-10.1.4,10.1.5,10.1.6, 10.1.7)PVC pipes 63mm dia., 6 kg/sqcm & Class 3

code17 - 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.(PWD SR 2023-24, V-1, Pg No :- 15, Item no:-2.1.4) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregate

code18 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete (KUWSSDB SR 2023-24, V-05, Pg No :- 22, Item no:-2.23.2) For sluice Valve of PN -10.0 and 80mm

code19 - 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.(KUWS&DB SR 2023-24 , ,V-5, Pg no:140, Item code:12.4)

code20 - 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)(KUWS&DB SR 2023-24, V-5, Pg No:139, Item Code: 12.1.1 - 12.1.8)Borewell depth of 0 to 50 m

code21 - 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)(KUWS&DB SR 2023-24, V-5, Pg No:139, Item Code: 12.1.1 - 12.1.8)Borewell depth of 50 to 100 m

code22 - 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)(KUWS&DB SR 2023-24, V-5, Pg No:139, Item Code: 12.1.1 - 12.1.8)Borewell depth of 100 to 150 m

code23 - 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)(KUWS&DB SR 2023-24, V-5, Pg No:139, Item Code: 12.1.1 - 12.1.8)Borewell depth of 150 to 200 m

code24 - 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)(KUWS&DB SR 2023-24, V-5, Pg No:139, Item Code: 12.1.1 - 12.1.8)Borewell depth of200 to 250 m

code25 - 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)(KUWS&DB SR 2023-24, V-5, Pg No:139, Item Code: 12.1.1 - 12.1.8)Borewell depth of 250 to 300 m

code26 - 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.(KUWS&DB SR 2023-24, V- 5, Pg No:143, Item No: 12.32)

code27 - 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 ofplate used for covering one end shall be 3mm (minimum). The dimensionsof caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with allamendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge (KUWS&DB SR 2023-24, V-5, Pg No:143, Item Code:12.34)

code28 - 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. (KUWSDB SR 2023-24, V-5, Pg No:-113, Item Code:-10.1.4,10.1.5,10.1.6, 10.1.7)PVC pipes 75mm dia., 6 kg/sqcm & Class 3