Restoration of rain damages to Tapping additional source through lift to improve various WSS under Phatti Kashwari in Tehsil Bhuntar Distt Kullu

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 102 meter head with (+) 10% (-) 15% head range and it should be operational with 240 v three phase AC supply. Discharge should be 2.00 Ltr/sec complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge. total Head = 102 mtr. Discharge = 2.00 LPS

Providing and fixing of 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 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 90 meter head with (+) 10% (-) 15% head range and it should be operational with 240 v three phase AC supply. Discharge should be 1.5 Ltr/sec complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge. total Head = 90 mtr. Discharge = 1.5 LPS

Providing and fixing of 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 - 694 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, 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

65 mm dia PN16/SDR6-Mono Layer

Providing and fixing aluminium conductor cable 25sqm 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.

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 1:2:4 ( 1 cement:2 sand:4 graded stone aggregate 20 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 1:6:12 ( 1 cement:6 sand:12 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.

Foundations, Footings, Bases of Columns etc. for mass concrete

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.

Providing and laying cement concrete work 1:3:6 (1 Cement : 3 Sand: 6 graded stone aggregate 40mm nominal size)and curing complete excluding cost of form work and reinforcement for RCC work in:-

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 all complete as specified & directed by the Engineer-in-charge.

Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 within all leads and lifts (Stone shall be provided free of cost at site)

Providing & laying vitrified tiles of size 300 mm x 300 mm (thickness to be specified by the manufacture) with water absorption less than 0.08% & conforming to IS:15622 of approved make in all colours & shades in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm. including grouting the joint with white cement & matching pigments etc. all complete antiskid tiles as specified & directed by the Engineer-in-charge.

Steel work welded in built up section , trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red paint in gratting framed gurad bars, laseers , railing etc. complete with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge.

Wire crate made of GI wire filled with boulders with square cut faces against the wire. The weight of boulders should not less than 18 Kg and to the entire satisfaction of the Engineer-in-Charge (wire crate to be measured and paid for separately ) within all leads and lifts.

Wire crates made of G.I wire filled with boulders with square cut faces againest the wire ( boulder filling to be measured and paid for sparetaly ) G.I wire 5mm thick corresponding to SWG 6 15 cm X 15 cm mesh complete in all respects with in all leads & lifts as per directions of Engineer - in -Charge.

Laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of Galvanised mild steel tubes (GI Pipes) 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 GI pipe (M) 3.6 mm 65 mm dia RD 310 to 430

Booster-II GI pipe (M) 3.6 mm 50 mm dia RD 0 to 250

Providing , laying, fixing, jointing and testing in trenches 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 plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, provinding and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, 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 & directin 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 125 mm 6.4 mm thickness RD 810 to 969

Stage -I MSERW pipe 125 mm 4.8 mm thickness RD 960 to 1090

Stage -II MSERW pipe 100 mm 4.8 mm thickness RD 510 to 630

Stage -II MSERW pipe 65 mm 4.0 mm thickness RD 0 to 310

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. 125 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. 125 mm dia

Please Enable Macros to View BoQ information