Restoration of Rain damages to LWSS Jia in GP Jia in Tehsil Bhunter Distt. Kullu H.P

Providing and fixing submersible pump set (water field) of standard make such as Kirlosker/ KSB/ Crompton/ Sabar/ BS/ Angel/ Falcon confirming to ISI code 8034-1976 with upto date ammendments the pump set should be capable of handling 75.13 meter head with (+) 10% (-) 15% head range and it should be operational with 240 v three phase AC supply. Discharge should be 4.00 Ltr/sec complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Providing and fixing starter (direct on line) of standard make such as L&T/ MEI/ Havels/AVON/ Crompton/ Asian for above pump set with suitable capacity installed on a wooden switch board fixed on a wall capacble of mounting a voltmeter 0 to 300 volts capacity and ampere meter of capcity 0 to 150 ampere of standard make complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Providing and fixing of water proof PVC cable 3 core, 4 sqmm as per IS -674 part-II 1964 suitable for above pump set from starter to pump set subject to the approval of HPSEB authority complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Providing and fixing steel wire rope 6mm thick for holding the column assembly and pump set in borewell to avoid falling of assembly and pump set in bore well including complete arrangement of fastening etc complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Providing and fixing of MS clamp to hold the pump set in the bore well including required bolt and nuts complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Providing, laying and jointing of PPR (Polypropylene random copolymer) pipe UV stablized and antimicroble fusion welded having thermal stability for hot and cold water supply including all PPR plain and brass threaded polypropylene random fittings completeISI 15801-2010 7 testing of joint complete in all respect as per the direction of the Engineer Charge

63 mm dia PN16/SDR6-Mono Layer

Providing and fixing armoured aluminium conductor cable 16sqm 4 core subjct to the approval of HPSEB authority complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Providing, supplying and fixing double flanged Cast iron sluice valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican make 50 mm dia for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts.

Providing, supplying and fixing double flanged Cast iron non return valve Class-I IS: 780-1984 of Kirloskar/Leader/Pelican/ make 50 mm dia for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts.

Removal of slips in all kind of soil from feeder channel but excluding boulder and rocky portion requireing blasing upto a distance of 20 mtr. Disposing of unserviceable materils stacking serviceable material and neately dressing the surface with in all leads & lifts.

Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of formwork in foundation and plinth within all leads and lifts complete in all respect.

Providing and laying cement concrete 1:3:6( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of formwork in foundation and plinth within all leads and lifts complete in all respect.

Centring & Shuttering including strutting, propping etc. & removal of form all complete as specified & directed by the Engineer-in-charge.

Vertical surfaces such as walls any thickness (but not less than 0.10 meter thickness including attached pilasters, buttresses plinth and string courses etc. from top of foundation (level) upto floor two level.

Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level i.c cost of binding wire with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.

Boulder filling behind retaining wall under floor within all leads and lifts complete in all respect.

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete in all respect.

Repairs to plaster of thickness 12mm to20mm (with cement mortar1:4(1cement:4coarse sand) in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in Charge.

Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete in all respect.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade in new work (two or more coats) over and including water thinnable priming coat with cement primer complete in all respect.

Removing old paint or polish from wood and wood based surface with pain remover of approved brands and manufacture and making the surface even with pain remover of approved brand complete in all respect.

Providing and applying two coats of fire retardant paint on cleaned wood / ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant complete in all respect.

Providing, laying, jointing and testing of GMS tubes light grades (to be levelled to grade) in trenches including fitting with tees,unions sockets testing & commissioning complete as per JSV specification within in all leads and lifts

15 mm dia

25 mm dia

65 mm dia

Dismentalling of GMS tube from trenches excluding earth work complete with in all leads and lifts as per the entire satisfaction of Engineer-in -charge.50 mm dia

Relaying, jointing & testing of GMS tube grade tube fitting complete with in all leads and lifts as per the entire satisfaction of Engineer-in -charge.50 mm dia

Providing, laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of Galvanised mild steel tubes (GI Pipes zinc coating both inside and outside) of following dia meters confirming to BIS 1239-2001 (latest with upto date amendments) having wall thickness as per code with bevelled / plain ends in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

Booster-I & II 50 mm dia

Providing , laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to ISO 3183-2007, steel grade -A (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operations such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

Stage -I MSERW pipe 80 mm 5.40 mm thickness

Providing and fixing double flanged Cast Steel non return valve 80 mm dia ASA-150 Class-I IS: 780-1984 of Leader/Pelican make for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts.

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