Providing Irrigation Facility under HP SHIVA PRF Project for Two Clusters in District Hamirpur Himachal Pradesh

Amount

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work soft or hard rock or by chiseling in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts. Refer General Specification Section-I ( 2 to 2.7)

Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:5:10 (1cement:5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast wall, the size of plums shall usually 150mm to 300mm as per HPWD/IPH specification in all leads and lifts.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete M-20 not less than 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Refer to General Specification Section-I ( 3 to 3.14)

In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Walls (any thickness) but not less than 0.10cm thickness including attached pilasters, buttresses, plinth and string courses from top of foundation upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I ( 3 to 3.14)

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers up to all floor level complete involving complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Providing and laying cement concrete M-25 not less than 1:1:2(1cement:1sand:2 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-Refer to General Specification Section-I ( 3 to 3.14)

Walls (any thickness) but not less than 0.10cm thickness including attached pilasters, buttresses, plinth and string courses from top of foundation upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I ( 3 to 3.14)

Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers up to all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I ( 3 to 3.14)

Arches upto floor two level.Refer to General Specification Section-I ( 3 to 3.14)

Providing and laying cement concrete M:30 and curing complete excluding cost of form work and reinforcement for reinforced concrete work Refer to General Specification Section-I ( 3 to 3.14)

In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Walls (any thickness) but not less than 0.10cm thickness including attached pilasters, buttresses, plinth and string courses from top of foundation upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I ( 3 to 3.14)

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-Refer to General Specification Section-I ( 3 to 3.14)

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain. Refer to General Specification Section-I ( 3.6 to 3.14)

Foundation, footing, basis of columns etc & mass concrete.Refer to General Specification Section-I ( 3.6 to 3.14)

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I ( 3.6 to 3.14)

Arches beyond 6.00 mtrs span Refer to General Specification Section-I ( 3.6 to 3.14)

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts. Refer to General Specification Section-I (3 to 3.14 )

Steel work welded in built up sections, trusses, and framed work including cutting ,hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guards bars, Ladders, railings, brackets and similar works as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (4 to 5 )

Providing in RCC. Work smooth finishing of the exposed surface with cement mortar 1:3(1cement:3sand) complete in all respect. Refer to General Specification Section-I ( 6.24 to 6.34.2)

Providing and fixing SFRC Man hole for frame of internal size with frame of 500mm internal dia (Medium duty). The weight of cover & frame should not be less than 100 kg. complete within all leads and lifts.Refer to General Specification Section-I (7 to 7.6 ).

Providing and fixing of tube settler media of PVC material complete within all leads and lifts.

Providing and fixing C.I. Sluice valves Kirloskar/Leader make of 150mm dia for pipe at out of Raw water channel with hand wheel as per IS:14846-2000 (Class PN-1.0) (including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc and as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-II ( 1 to 1.8).

Providing and fixing C.I. Sluice valves Kirloskar/Leader make of 250mm dia for pipe at out of Raw water channel with hand wheel as per IS:14846-2000 (Class PN-1.0) (including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc and as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-II ( 1 to 1.8).

Provide one coat of Dr fixit primeseal and two coat of Dr,fixitnewcoat to achieve 1 .2 mm DFt as per direction and to the entire satisfaction of Engineer-In-charge

Providing and fixing C.I. man hole cover 500mm dia including all ncessry fittings and accessories complete and as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing of Cast iron flow /bulk meter woltmen type megnative drive confirming to class –B including flanges in all respect complete with all necessary accessories complete and as per direction and to the entire satisfaction of the Engineer-in-charge125mm dia.

Providing and fixing of Cast iron flow /bulk meter woltmen type megnative drive confirming to class –B including flanges in all respect complete with all necessary accessories complete and as per direction and to the entire satisfaction of the Engineer-in-charge80mm dia.

Providing, Laying, jointing and testing GMS tube light class of following diameter including tube fitting complete(earth work to be measured and paid for separately including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge Refer to General Specification Section-I (11 to 11.3 )

150mm dia Refer to General Specification Section-II ( 1 to 1.8)

Providing and fixing C.I. Sluice valves Kirloskar/Leader make of following diameter with hand wheel as per IS:14846-2000 Class PN 1.0 for rising main (including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be measured and paid for separately) and as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-II ( 1 to 1.8)

80mm dia Refer to General Specification Section-II ( 1 to 1.8)

125mm dia Refer to General Specification Section-II ( 1 to 1.8)

CONSTRUCTING CHAMBER FOR SLUICE VALVE, WITH CI SURFACE BOX 100MM TOP DIAMETER 160MM BOTTOM DIA & 180 MM DEEP (INSIDE) WITH CHAINED LID & RCC TOP SLAB 1:2:4 MIX (1 CEMENT : 2 SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) 100 MM THICK FOUNDATION CONCRETE 1 : 5 : 10 ( 1 CEMENT : 5 SAND : 10 GRADED STONE AGGREGATE OF 40 MM NOMINAL SIZE) AND INSIDE PLASTERING WITH CEMENT MORTAR 1:3 (1 CEMENT : 3 SAND ) FINISHED WITH A FLOATING COAT OF NEAT CEMENT INCLUDING CURING COMPLETE :- 600 MM X 600 MM X 750 MM INSIDE SIZE (WITH 150MM THICK WALLS OF RCC 1 : 2 : 4 ( 1 CEMENT : 2 SAND : 4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) COMPLETE WITH FORM WORK AND REINFORCEMENT WITH 6MM BARS AT NOT EXCEEDING 150 MM CENTRES BOTH WAYS.) Refer to General Specification Section-I (6.2 to 6.3.2 )

Brick work using common burnt clay building bricks in super structures above plinth level upto floor two level in cement mortar 1:3(1cement:3sand) 2nd class brick Refer to General Specification Section-I (6.4 to 6.23.2 )

Stone/Boulder filling behind etaining wall/dry hand packed tightycompleteunder lean concrete to prevent the entry of surface in all leads and lifts. Refer to General Specification Section-I (6.4 to 6.23.2 )

Boulder/stone filling behind retaining wall/ dry hand packed tightly compelete under lean concrete to prevent the entry of surface water with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (6.4 to 6.23.2 )

Square rubble masonary with hard stone of approved qualtiy in foundation & plinth in cement Mortar 1:6(1cement:6sand) in all leads and lifts. Refer to General Specification Section-I (3 to 3.14)

Cement concrete flooring 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size )laid in one layer finished with a floating coat of neat cement in 40mm thick in all leads and lifts.Refer to General Specification Section-I ( 6.25 to 6.25.2)

15mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:4(1cement:4sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (6.25 to 6.25.2)

6mm cement plaster to ceiling in cement mortar 1:4 (1 cement 4 sand) finished with a floating coat of neat cement and thick coat of link wash on top of wall when dry for bearing of RCC slab and bend in all leads and lifts Refer to General Specification Section-I (6.29 to 6.29.2)

Providing second class deodar wood work in frames of doors, windows and other frames wrought frame and fixed in position with second class deodar wood n all leads and lifts. Refer to General Specification Section-I (6.29 to 6.29.2)

Providing second class deodar wood paneled glazed or paneled and glazed shutters for doors, windows and clerestory windows including bright finished black enameled iron butt hinges with necessary screws with second class deodar wood 40mm thick in all leads and lifts. Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and Fixing wire gauge shutters using GMS wire guage of IS gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws.2nd class deodar wood.Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and fixing of M.S. grill of required pattern in wooden frames of windows etc with M.S. Flat square or round wire with round heads bolts and nuts or by screw plain grill as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14 ).

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size).

Providing and fixing M.S.fan clamp (Type-I)of 16mm dia M.S. including bend up to shape with broken end in RCC. Slab door painting the exposed position of trap all as per standard design complete in all leads and lifts.Refer to General Specification Section-I (6.29 to 6.29.2). Refer to General Specification Section-I (6.29 to 6.29.2)

White washing with lime on undecorated walls surface (two coats)to give an even shade including throughlybrooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. Refer to General Specification Section-I (6.29 to 6.29.2)

Extra over item for every subsequent coat of white washing with lime on wall surface.Refer to General Specification Section-I (4 to 5)

Providing and fixing of MS pressed butt hinges with necessaries screws complete in all respect.

125x65x2.13 Refer to General Specification Section-I (6.4 to 6.23.2)

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 250x10mm Refer to General Specification Section-I (6.4 to 6.23.2).

Providing and fixing aluminium tower bolts (Barrel type) anodized transparent or dyed to rquired shade and colour with necessary screw etc. complete in all leads and lifts. 200x10mm Refer to General Specification Section-I (6.4 to 6.23.2)

150x10 mmRefer to General Specification Section-I (6.4 to 6.23.2)

Providing and fixing Aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete 125 mm

100 mmRefer to General Specification Section-I (6.29 to 6.29.2)

Applying priming coat over new wood based surface after and including cleaning the surface by thoroughly brooming oil, dust dirt grease and other foreign matter land papering and knotting ready mixed paint finishing hard primer pink) Refer to General Specification Section-I (6.29 to 6.29.2)

Painting two coats(excluding priming coat)on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.Refer to General Specification Section-I (21.5)

Providing, Laying and jointing of HDPE pipes of various dia meter in trenches confirming to IS: 4984-1972 (PN 4.00 PE-80 grade) complete with all type fittings and accessories i.e. coupling, Tees, Bends, reducers, Screwed adapters, flanged tail pieces etc (earth work to be measured and paid for separately) within all leads and lifts. Refer to General Specification Section-I (21.5)

75 mm dia Refer to General Specification Section-I (21.5)

110 mm dia Refer to General Specification Section-I (21.5)

Providing and fixing of 75mm dia HDPE PN-6 end in all leads and lifts

Providing and fixing of 75mm dia HDPE PN-6 bend in all leads and lifts Refer to General Specification Section-I (21.5) Refer to General Specification Section-I (3 to 3.14)

Providing and fixing of 75mm dia HDPE pipe PN-6 OC Pump connector in all leads and lifts Refer to General Specification Section-I (3 to 3.14)

Providing,laying and placing 300mm dia RCC pipe NP2 of 0.55m length with 1 hole in all leads and lifts. Refer to General Specification Section-I (21.5)

Providing,laying and placing 900mm dia RCC pipe NP2 of 1.25m length with 1 hole in all leads and lifts. Refer to General Specification Section-I (21.5)

Providing and fixing of Tamper proof thimbled chain lock in all leads and lifts

Providing and fixing Digital water level monitoring system for automatic pump control with all necessary accessories complete and as per direction and to the entire satisfaction of the Engineer in Charge

LIS Kehdroo

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work soft or hard rock or by chiseling in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.Refer General Specification Section-I ( 2 to 2.7)

Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:3:6(1cement:3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete M-20 not less than 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- Refer to General Specification Section-I ( 3 to 3.14)

In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Walls (any thickness) but not less than 0.10cm thickness including attached pilasters, buttresses, plinth and string courses from top of foundation upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Columns & pillars , posts and struts [ square rectangular or polygonal in plan.]. Upto floor two level Refer to General Specification Section-I ( 3 to 3.14)

Floor two level to floor three level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I ( 3 to 3.14)

Floor three level to floor four level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I ( 3 to 3.14)

In lintels,beams,girders,bressumers and centilevers up to floor to levelas per the direction & to the entire satisfaction of the Engineer-in-Charge..Refer to General Specification Section-I ( 3 to 3.14)

Floor two level to floor three level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I ( 3 to 3.14)

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3 to 3.14)

Arches upto floor two level.Refer to General Specification Section-I ( 3 to 3.14)

Providing and laying cement concrete using M -25 and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Wall (any thickness, but not less than 0.10 m thickness) attached pilasters, buttresses, plinth & string course etc. from top of foundation level upto floor two level Refer to General Specification Section-I ( 3.6 to 3.14)

Arches (middle dome) floor three level to floor four level Refer to General Specification Section-I ( 3.6 to 3.14)

Bottom ring beam (three four level to floor four level) Refer to General Specification Section-I ( 3.6 to 3.14)

Top ring beam Upto floor two level Refer to General Specification Section-I ( 3.6 to 3.14)

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain. Refer to General Specification Section-I ( 3.6 to 3.14)

Foundation, footing, basis of columns etc & mass concrete.Refer to General Specification Section-I ( 3.6 to 3.14)

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Columns,pillers,posts and struts,square,rectangular,polygonal and the like etc.Refer to General Specification Section-I ( 3.6 to 3.14)

upto four meter Refer to General Specification Section-I ( 3.6 to 3.14)

Beyond 4 meters Refer to General Specification Section-I ( 3.6 to 3.14)

Beams, cantilevers, girders & lintels side &sofits of beam ,beam hauncings , cantilevers, bressumers& lintels not exceeeding 1.00 mtrs. Depth in all heights from the floor.Refer to General Specification Section-I ( 3.6 to 3.14)

Prov.form work of ordinary timber plankings so as ti give a rough finish including centering, shuttering, strutting and propping etc. propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insiturainforced concrete and plain concrete work:-Refer to General Specification Section-I ( 3.6 to 3.14)

Arches upto 6.00 mtrs span Refer to General Specification Section-I ( 3.6 to 3.14)

Arches upto 6.00 mtrs span Beyond 4.00 mtrs.Refer to General Specification Section-I ( 3.6 to 3.14)

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts. Refer to General Specification Section-I (3 to 3.14 )

Steel work welded in built up sections, trusses, and framed work including cutting ,hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guards bars, Ladders, railings, brackets and similar works as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (4 to 5 )

Providing in RCC. Work smooth finishing of the exposed surface with cement mortar 1:3(1cement:3sand) complete in all respect.Refer to General Specification Section-I ( 6.24 to 6.34.2)

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge..Refer to General Specification Section-I ( 6.24 to 6.34.2)

Providing & Fixing of SFRC manhole cover with frame having frames size of 500mm internal dia (Medium duty). The weight of cover and frame should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.Refer to General Specification Section-I (7 to 7.6 )

Providing, Laying jointing and testing in trenches (to level or grade) of GMS pipes of below mentioned diametre conforming to IS 1239-2001 (Latest upto date amendments) as specified, suitable to withstand required hydraulic test pressure including fixing of required number of bends of all degree , tee MS nuts and bolts as per IS 1369-1967 compressed asbestos fibre jointing gaskets sheet not less than 4.00 mm in thickness as per IS 2712-1998. complete in all respects . The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing, cleaning and hydrauliic testing complete in all respects to the entire satisfation of Enginner in Charge including entire carrirage of materials in all leads and lifts. ((Earth work in trenches, welding of flanged joint and butt welding will be measured and paid for separately.) Refer to General Specification Section-I (11 to 11.3 )

I) 150mm dia ( MC) Refer to General Specification Section-I (11 to 11.3 )

Providing and welding MS flanges at 10% at total joint conforming to following tables as per IS 6392-1971 (Last with upto date amendments) with plan and G.I pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gas ket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done tothe entire satisfaction of engineer in charge within all leads and lifts Refer to General Specification Section-II (1 to 8.1) )

Provide one coat of Dr fixit primeseal and two coat of Dr,fixitnewcoat to achieve 1 .2 mm DFt as per direction and to the entire satisfaction of Engineer-In-charge

M.S. flange 150mm dia Table-17 Refer to General Specification Section-II ( 1 to 1.8)

Providing Circumferencial Butt welded joints 90% of total joints by electrical arc welding of following dia GI pipe medium/heavy class, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodesconforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer in charge.

Butt welding 150mm dia Refer to General Specification Section-II ( 1 to 1.8)

Providing doubleflanged cast iron Reflux valve of Leader/Kirloskar make of 150mm dia as per BS:5312-1984 Class PN-1.6 with standing normal seat pressue of 10.20 kg/cm2 with uptodate ammendments. Refer to General Specification Section-II (1 to 1.8)

Providing and fixing of screw type (Cast iron (Air valve 25mm dia (Single Ball type of Leader/Bir make confirming toBS;1452-90 with upto date ammendments as per Class 10.00 withstanding a nominalseat pressure of 11.22 Kg/cm2 in rising main of 200mm dia. Refer to General Specification Section-I (11 to 11.3 )

Providing, Laying jointing and testing in trenches (to level or grade) of GMS pipes fully flanged of below mentioned diametre conforming to IS 1239-2001 (Latest upto date amendments) as specified, suitable to withstand required hydraulic test pressure including fixing of required number of bends of all degree , tee MS nuts and bolts as per IS 1369-1967 compressed asbestos fibre jointing gaskets sheet not less than 4.00 mm in thickness as per IS 2712-1998. complete in all respects . The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing, cleaning and hydrauliic testing complete in all respects to the entire satisfation of Enginner in Charge including entire carrirage of materials in all leads and lifts. ((Earth work in trenches, welding of flanged joint and butt welding will be measured and paid for separately.) Refer to General Specification Section-I (11 to 11.3 )

150mm dia with flanged Table-5 Refer to General Specification Section-I (11 to 11.3 )

80mm dia with flanged Table-5 Refer to General Specification Section-I (11 to 11.3 )

65mm dia with flanged Table-5 Refer to General Specification Section-I (11 to 11.3 )

Providing, Laying, jointing and testing GMS tube light class of following diameter including tube fitting complete(earth work to be measured and paid for separately including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge Refer to General Specification Section-I (11 to 11.3 ).

25mm dia Refer to General Specification Section-I (11 to 11.3 )

Replacement/Providing and fixing C.I. Sluice valves Kirloskar/Leader make of following diameter with hand wheel as per IS:14846-2000 Class PN 1.0 for rising main (including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be measured and paid for separately) and as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (11 to 11.3 ).

65mm dia Refer to General Specification Section-I (11 to 11.3 ).

80mm dia Refer to General Specification Section-I (11 to 11.3 ).

125mm dia Refer to General Specification Section-I (11 to 11.3 ).

Manufacturing of following dia bends of all degrees manufactured from GMS pipes as per IS:1978-82. M.S. flanges Table-5 are to be provided on each joints conforming to IS:6392-1971 and welding of flanges as per IS:816-1969 with electrodes as per IS:814-1991 including requsite number of nuts and bolts as per IS:1369-1967 and asbestos fibre gasket sheet not less than 3mm as per IS:2712-1998 to the entire satisfaction of the Engineer-in-chagewiothin all leads and lifts.

65mm dia

80mm dia Refer to General Specification Section-I (6.2 to 6.3.2 )

CONSTRUCTING CHAMBER FOR SLUICE VALVE, WITH CI SURFACE BOX 100MM TOP DIAMETER 160MM BOTTOM DIA & 180 MM DEEP (INSIDE) WITH CHAINED LID & RCC TOP SLAB 1:2:4 MIX (1 CEMENT : 2 SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE) 100 MM THICK FOUNDATION CONCRETE 1 : 5 : 10 ( 1 CEMENT : 5 SAND : 10 GRADED STONE AGGREGATE OF 40 MM NOMINAL SIZE) AND INSIDE PLASTERING WITH CEMENT MORTAR 1:3 (1 CEMENT : 3 SAND ) FINISHED WITH A FLOATING COAT OF NEAT CEMENT INCLUDING CURING COMPLETE :- 600 MM X 600 MM X 750 MM INSIDE SIZE (WITH 150MM THICK WALLS OF RCC 1 : 2 : 4 ( 1 CEMENT : 2 SAND : 4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) COMPLETE WITH FORM WORK AND REINFORCEMENT WITH 6MM BARS AT NOT EXCEEDING 150 MM CENTRES BOTH WAYS.)

Brick work using common burnt clay building bricks in super structures above plinth level upto floor two level in cement mortar 1:3(1cement:3sand) 2nd class brick Refer to General Specification Section-I (6.4 to 6.23.2 )

Boulder/stone filling behind retaining wall/ dry hand packed tightly compelete under lean concrete to prevent the entry of surface water with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14)

Square rubble masonary with hard stone of approved qualtiy in foundation & plinth in cement Mortar 1:6(1cement:6sand) in all leads and lifts. Refer to General Specification Section-I ( 6.25 to 6.25.2)

Cement concrete flooring 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size )laid in one layer finished with a floating coat of neat cement in 40mm thick in all leads and lifts.Refer to General Specification Section-I ( 6.25 to 6.25.2)

15mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:4(1cement:4sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (6.29 to 6.29.2)

6mm cement plaster to ceiling in cement mortar 1:4 (1 cement 4 sand) finished with a floating coat of neat cement and thick coat of link wash on top of wall when dry for bearing of RCC slab and bend in all leads and lifts Refer to General Specification Section-I (6.29 to 6.29.2)

Providing second class deodar wood work in frames of doors, windows and other frames wrought frame and fixed in position with second class deodar wood n all leads and lifts. Refer to General Specification Section-I (6.29 to 6.29.2)

Providing second class deodar wood paneled glazed or paneled and glazed shutters for doors, windows and clerestory windows including bright finished black enameled iron butt hinges with necessary screws with second class deodar wood 40mm thick in all leads and lifts. Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and Fixing wire gauge shutters using GMS wire guage of IS gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws.2nd class deodar wood. Refer to General Specification Section-I (3 to 3.14 )

Providing and fixing of M.S. grill of required pattern in wooden frames of windows etc with M.S. Flat square or round wire with round heads bolts and nuts or by screw plain grill as per direction and to the entire satisfaction of Engineer-in-charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size).Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and fixing M.S.fan clamp (Type-I)of 16mm dia M.S. including bend upto shape with broken end in RCC. Slab door painting the exposed position of trap all as per standard design complete in all leads and lifts.Refer to General Specification Section-I (6.29 to 6.29.2)

White washing with lime on undecorated walls surface (two coats)to give an even shade including throughlybrooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. Refer to General Specification Section-I (4 to 5)

Extra over item for every subsequent coat of white washing with lime on wall surface.Refer to General Specification Section-I (4 to 5)

Providing and fixing of MS pressed butt hinges with necessaries screws complete in all respect.Refer to General Specification Section-I (4 to 5)

125x65x2.12Refer to General Specification Section-I (6.4 to 6.23.2)

125x65x2.13Refer to General Specification Section-I (6.4 to 6.23.2)

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 250x10mm

Providing and fixing aluminium tower bolts (Barrel type) anodized transparent or dyed to rquired shade and colour with necessary screw etc. complete in all leads and lifts. 200x10mm Refer to General Specification Section-I (6.4 to 6.23.2)

Providing and fixing Aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete 125 mm Refer to General Specification Section-I (6.29 to 6.29.2)

100 mmRefer to General Specification Section-I (6.29 to 6.29.2)

Applying priming coat over new wood based surface after and including cleaning the surface by thoroughly brooming oil, dust dirt grease and other foreign matter land papering and knotting ready mixed paint finishing hard primer pink) Refer to General Specification Section-I (21.5)

Painting two coats(excluding priming coat)on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.Refer to General Specification Section-I (21.5)

Providing, Laying and jointing of HDPE pipes of various dia meter in trenches confirming to IS: 4984-1972 (PN 4.00 PE-80 grade) complete with all type fittings and accessories i.e. coupling, Tees, Bends, reducers, Screwed adapters, flanged tail pieces etc (earth work to be measured and paid for separatey) within all leads and lifts. Refer to General Specification Section-I (21.5)

75 mm diaRefer to General Specification Section-I (21.5)

110 mm dia Refer to General Specification Section-I (21.5)

Providing and fixing of 75mm dia HDPE connector PN-6 end in all leads and lifts Refer to General Specification Section-I (21.5)

Providing and fixing of 75mm dia HDPE connector PN-6 bend in all leads and lifts Refer to General Specification Section-I ( 3 to 3.14)

Providing and fixing of 75mm dia HDPE pipe PN-6 OC Pump connector in all leads and lifts Refer to General Specification Section-I ( 3 to 3.14)

Providing,laying and placing 300mm dia RCC pipe NP2 of 0.55m length with 1 hole in all leads and lifts. Refer to General Specification Section-I (21.5)

Providing,laying and placing 900mm dia RCC pipe NP2 of 1.25m length with 1 hole in all leads and lifts.

Providing and fixing of Tamper proof thimbled chain lock in all leads and lifts

Providing and fixing of Cast iron flow /bulk meter woltmen type megnative drive confirming to class –B including flanges in all respect complete with all necessary accessories complete and as per direction and to the entire satisfaction of the Engineer-in-charge125mm dia.

Providing and fixing of Cast iron flow /bulk meter woltmen type megnative drive confirming to class –B including flanges in all respect complete with all necessary accessories complete and as per direction and to the entire satisfaction of the Engineer-in-charge80mm dia.

Providing and fixing of lightening conductor within all leads and lifts and as per direction of Engineer-in-charge.

Providing and fixing of water measurement gauge within all leads and lifts and as per direction of Engineer-in-charge.

Providing and fixing of flanged bell mouth along with puddle collars within all leads and lifts and as per direction of Engineer-in-charge.

Providing and fixing Digital water level monitoring system for automatic pump control with all necessary accessories complete and as per direction and to the entire satisfaction of the Engineer in Charge

Providing and supplying of soil testing report for bearing capacity of soil for over head storage tanks of various capacities.

Booster Stage- :Pumping Machinery Refer to General Specification Section-I (16 to 17.4)

Supply of submersible pumping set of KSB make r comprising to latest relevant BIS Code. The pump should be fitted with Bronze impeller of suitable alloys as per IS 8034-1976 latest suitable for clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of 5 HP, RPM 2900 of KSB/Kirlosker/NGF/Crompton make conforming to BIS 9238-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:-

SITE CONDITIONS:-

Location of site:- Raini Khad

The altitude of place in which the motor is intended to work in ordinary service.- 550 mtrs.

Humidity:- Humid during rainy season

Nature of atmosphere:- Normal

Detail of quality of water:- Raw water

Water free from sand or not:- Free from sand

Water corrosive or not:- Not corrosive

Turbidity:- Less than 50 ppm

Type of well:- Percolation well

Inside dia of well:- 6.00 meter dia.

Depth of water during HFL in the well:-

Maximum draw down:- mtrs.

Depth of well :- 2.00 mtrs.

Any other information if required.

OPERATING CONDITIONS

Type of current:- AC. Three phase

Operating frequency 50 Hz.

Rated voltage 400(+/-) 10% volts.

System of earthing if any to be adopted Double loop earthing as per BIS: 3243-1987 latest with upto date amendments .

Speed of revolutionTo be quoted by tenderer

Direction of rotation To be quoted by tenderer .

No. of working hours per day. 8 hours

The maximum temperature of cooling air and water in the place in which the pump set is intended to work in ordinary service Temperature of place to be specified 20oC to 42oC.

MOTOR

Ref. to BIS code BIS 9283-1979 with upto date amendments

Type of enclosure of motor. As per BIS-4691-1985 (Latest)

Type of duty : Continuous

Mechanical output in KW Suitable for driving submersible pumps required for duties specified against pumps. To avoid over loading of motor a margin of about 15-20% may be kept in the rated output to prime Mover.

Class of insulation Class –B

Max. Permissible temp. Rise of motor reqd. if different from that given in 8 (viii) above.To be specified by the tenderer.

Particulars of test reqd. & where they are to be conducted. AS per terms and conditions attached.

Particulars as to whether voltage limiting device will be employed. Oil immersed star delta starter to be installed between bus bar and motor. Shunt capacitor is also proposed to be installed for improving the power factor at site.Note:- Star delta starter upto 37.5 Kw.

Type of motor Star Delta strater up to 37.5 KW As per BIS 9283-1979 or latest.

Details of shaft extension required

Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit should not exceed 2.5 times of the full load current .

Nature of load and any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated and No. of starts during a specified period.

Where possible fault capacity of the system to which the motor is connected.The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.

PUMPS

Nos. of pumps required. 2 No. pumps out of which one set will work at a time and one set will act as stand bye.

Spare parts required. For two years normal maintenance as recommended by manufacturer.

Type of drive. Electric induction motor.

Optional fittings required

Pump Operating conditions

Capacity 10.52 LPS for each Pump

Total head in meters 8.00 meter

Static head meters

Minimum depth of water Meters

Variation in water level meter

Ground level to Max. water level meter

Ground level to delivery point Meter

Pressure in the suction tank.

Pressure in the delivery tank

Length of rising main 180 meters

Dia of rising main 150 mm dia

Turbidity of water < than 50PPM

Drive type Electric driven

Limits of total head in which the pump is required to operate. (-) 25% to (+) 10% of total head

Suction/Delivery size of pump

Efficiency of pump at

a) Duty head

b) (+) 10% head.

c) (-) 25% head.

Material of construction. To be specified by the tenderer (manufacturers certificate to be appended)

Supply of direct on line starter of MEI/Kilburn make conforming to BIS 8544-1987 (P-II)latest with upto date amendments for squirrel cage induction motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release and gas-pots, time legs, under voltage release & initial oil filing of suitable capacity.

Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of pannel board shall be subject to approval of Engineer-in-Charge

ICTP switches with HRC fuses of Havells/L&T/standard /cromption make for required motor of suitable capacity and conforming to BIS: 4064-1978 latest with upto date amendments.

Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS: 8084 –1976 and 11353-1985 read with 5578-1985 all latest with upto date amendmentsof suitable rating.

MCB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date amendments with neutral linked under voltage release.

3 phase indicating lamps complete with toggle switches for individual motors conforming to BIS-3452 part-I & II latest with upto date ammendments. 15 Watt.

50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications.

Supply of Kirloskar/leader make . cast iron(class PN. 1.6 ) double flanged sluice valve having size one dia higher than delivery of pump and capable of with standing nominal seat pressure of 16.32 kg/cm2 as per IS :780-1984 (Part I)

Supply of Kirloskar/leader make cast iron(class PN. 1.6 ) double flanged ( swing check type) reflux valve having bye pass arrangement and having one dia higher to delivery of pump and capable of withstanding nominal seat pressure of 16.32 kg/cm2 as per BIS-5312-1984.(Part-I).

Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch starter and to motor ( two meter one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer.

Supply side 2.50mm2 size

Motor Side 2.50mm2 size

Supply of Leader /Kirloskar/ Kartar make 125 mm dia. cast iron class PN. 1.6 double flanged (swing check type) reflux valve having bye pass arrangement and size equal to dia of rising i.e. 125 mm for withstanding nominal seat pressure of 16.32 Kg/Cm 2 as per BIS 5312-1984 (Part-I )

Supply of PVC joint less flat water proof cable as per BIS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment/accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by tender.

Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s.

Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such s stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments.

Providing and laying delivery pipe 100 mm dia. and common header 125 mm diaGMS Tubes (Medium Class)(IS:1239 - 1979) jointed with MS flanges of table-5 as per IS: 6392-1971 (upto a length of 20mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto5mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge.

Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer).

Erection of all equipment including cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.

Centriugal pumping machinery 1st stage Refer to General Specification Section-1 ( 12 to 12.14)

Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as KSB make as per BIS-1520-1980 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage drip proof induction motor of standard make such as Kirloskar/Crompton/NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:-

Discahrge (Q) : -Total 25.23 LPS

Or 90.83 Cum/Hour

Total dynamic head : 44.31 Mtr

(a) LWL in sump well (h) : 105.10 mtr

(b) Shaft level : 105.70 Mtr

(c ) Level at discahrge point : 144.31 mtr

(d) Suction lift :- 0.00 mtrs

(e) Residual head : 3.00 Mtr

(f) Static head : 44.31 mtrs

(i) Rising Main :

(a) Length 495 Mtr

(b) Dia. : 150 mm

(iv) Pumping Hours : 8 Hours

(v) Altitude of installation above MSL : 500.00

(vi) Characteristics of water :

(a) Temperature : 20.00 0 C

(b) Ambient temperature 42.00 0 C

(c ) Turbidity Less than 50.00 ppm

(d) Alkalinity < than Mg/Ca Co3

(e) Size of the solids mm

(f) Other

Providing Side handled operated Change over switch of L&T/Crompton/Standard/ Havells make suitable capacity Operational rating as per IS: 4064-1978 with up to date amendments immediately after the power meter of HPSEB

Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-

O.C.B. Havell/L&T/Standard of make of suitbale capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516-1985 with up to date amendments with.

E.L.R. of Havell/MDS/INDETEC make as per IS: 2516-1977 with upto date amendment which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be lifted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.

The voltage monitor relay of L&T/AE make three phase with all protection and usual indicator and electric siren against single phasing low voltage, high voltage, reverse phasing, over loading and phase voltage difference as per IS: 3842 ( Latest edition).

Power factor meter of AE/L&T Rishab make as per relevant IS codes with up to date amendments of suitable rating.

Frequency meter of AE/ L&T Rishab make as per relevant IS: Codes with up to date amendments of suitable rating.

Bus bar chamber with copper strips having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS: 8084-1976 and IS: 11353-1985 read with BIS 5578-1985 with up to date amendments 63 Amp.

ICTP switches with HRC fuses of L&T/ Standard/Havells make and of suitable capacity as per IS: 4064-1978 with up to date amendments.

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I&II) with up to date amendments.

Capacitor of L&T/Bajaj/Assian/Crompton make as per IS:2834-1986 with up to date amendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of required rating according to HP offered including cables as per relevant ISI code ( of Siemens/Glocter/IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date amendments

Providing suitable Star delta starter of MEI/Kilburn make as per IS:8544-1979 with upto date amendments for squarrel cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS:1248(P-V)-1983 with upto date ammendments.

Providing Hour run meter of recommended make of suitable capacity as per IS: 722 (Latest edition)

Providing double flanged Cast iron sluice valve of Leader/Kirloskar make of 125mm dia for the suction pipe and capable of withstanding the normal seat pressure 10.20 Kg/cm2 as per IS: 780-1984 Class 1.0 with up to date amendments.

Providing double flanged Cast steel sluice valve of Leader/ Kirloskar make and size one dia higher than pump for the delivery line of the pump and capable of with standing the normal seat pressure 104.00 kg/cm2 and as per IS –1414/ API-600(class-ASA-600) with up to date amendments.

Providing double flanged (Swing type) Cast steel reflux valve of Leader/Kirloskar make and one diadia higher then pump having bye pass arrangement on the delivery line of pump and capable of with standing normal seat pressure 104.00 kg/cm2 as per IS –1414/ API-600(class-ASA-600) with up to date amendments

Providing double flanged Cast Steelnon return valve of Leader/ Kirloskar make and of 125 mm dia having bye pass arrangement for rising main and capable of with standing normal seat pressure 104.00 kg/cm2 as per perIS –1414/ API-600(class-ASA-600)up to date amendments

Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range suitable

Installation of all the items appearing at s.No.21-30 and as per directions and to the entire satisfaction of Engineer-in-charge.

Providing and fixing double flanged G.M.S. piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.1.G.M.S.TUBE Conforming to IS: 1239 – 1979 ( part – I) (Heavy class) flanged with M.S. flanges of Table - 28 in delivery side & common header.

The size of the various components to be as under:-

(i) Suction pipe 125 mm dia flanged with Table-17 Min length of 20 mtrs.

(ii) Delivery pipe 100 mm dia flanged with Table-17 Min length of 5 mtrs

(iii) Common Header 125 mm dia flanged with Table-17 Min length of 10 mtrs

And will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated armoured power cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Siemens/ IEC/ICC/GICO/Grandly /National make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.

Motor side: suitable size

Supply side: suitable size

Providing and fixing double loop earthing and G.I. plate 600mmx600mmx3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25mmx6mm G.I. strips &G.I. wire as per IS: 3043-1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

MS Kamal Dev Sharma

Unipro Techno Infrastructure Pvt Ltd