CW-3 Providing Irrigation Facility under HP SHIVA PRF Project for Four Clusters in District Bilaspur (Himachal Pradesh)

Amount

FIS Kothi Majher

For proper illumination of the premises 1Nos L.E.D flood lights of 25 watts for Room fixed on 65 mm dia, 6 mtr height above ground, M.S. pole and P/F and installation of room wiring including all necessary electrical accessories complete in all respect as per the satisfaction of engineer in charge. Refer to General Specification Section-I (1 to 1.4.5)

Bailing out or pumping out water during Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers. Refer General Specification Section-I (2 to 2.7)

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer General Specification Section-I (2 to 2.7)

Excavation in drains and channels e.tc. In earth work including dressing of side and bed and disposing of excavated earth upto f lead of 20 mtr and lift upto 1.5 mtr disposed earth to be leveled and neatly dressed.Refer to General Specification Section-I (2 to 2.7)

Prov./ Laying c.concrete 1:2:4 (1Cement :2 Sand : 4Graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work in foundation and plinth.Refer to General Specification Section-I (3 to 3.14)

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.. Refer to General Specification Section-I (3 to 3.14)

Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level 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 agg. 20mm nominal size) excluding the cost of centering & shuttering 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 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth.Refer to General Specification Section-I (3 to 3.14)

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

Providing and laying 40mm cement concrete flooring 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) laid in one layer and finished with a floating coat of neat cement. Refer to General Specification Section-I (3 to 3.14)

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.Refer to Refer to General Specification Section-I (3 to 3.14).Refer to General Specification Section-I (3 to 3.14)

Providing under layers for plinth protection of 75 mm thick ( unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed 7 consolidated & grouted with fine sand including preparation of gruond. Refer to General Specification Section-I (3 to 3.14).Refer to General Specification Section-I (3 to 3.14)

Providing Laying c.concrete 1:1:2 (1Cement :1 Sand : 2 Graded stone agg-regate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work. Refer to General Specification Section-I (3 to 3.14). Refer to General Specification Section-I (3 to 3.14)

Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14)

Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14)

Prov./ Laying c.concrete 1:1.5:3 (1Cement :1.5 Sand : 3 Graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work foundation and plinth.Refer to General Specification Section-I (3 to 3.14)

Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14)

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.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)

Beams, cantilevers, girders and lintels sides and soffits of beams, beam, haunching, hunching, cantilevers, bressumers and lintels not exceeding1.00 mtr in depth in all heights from floor. Refer to General Specification Section-I (3 to 3.14)

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

Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3.6 to 3.14)

Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness 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 and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3.6 to 3.14)

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts. In depth in all heights from floor.Refer to General Specification Section-I (3.6 to 3.14)

Edges of slabs and breaks in floors & walls under 20 cms. Wide.Refer to General Specification Section-I (3.6 to 3.14)

Prov form work or ordinary timber planking so as to give a rough finish i/c centering shuttering, strutting and propping etc. ht of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for insitu-reinforced concrete and plain concrete work in:-Refer to General Specification Section-I (3.6 to 3.14)

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

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3(1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (6.24 to 6.34.2)

Pointing on brick masonry in cement mortar 1:3 (! cement:3 sand) RULEDPointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.5)

Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.5)

Providing laying jointing and testing in trenches of following dia galvanized mild steel tube confirming to IS: 1239-Part-II with up to date amendments including tube fitting such as bends, tees, unions etc. complete and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-III (1 to 1.9)

80mm dia Refer to General Specification Section-III (1 to 1.9)

Providing and fixing CI sluice valve of Leader / Kartar/Bir make of following dia (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia i/c brass spindle and as per 2906-1984 class-II for dia> 300mm) complete with bolts, nuts, rubber insertion etc. (the tail piece if required shall be measured and paid for separately). Refer to General Specification Section-II (1 to 1.8 )

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

Providing and fixing 600 mm wide MS Sluice gate with all type of allied accessories complete in all respect and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-II (1 to 1.8 )

Providing and fixing SFRC manhole coverwithframe having frames size of 560mm internal dia (Medium duty). The weight of cover and frame should not be less than 100kg.. Refer to General Specification Section-1 (7)

20mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arries, internal rounded angles, chambers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6sand). Refer to General Specification Section-I (6.25 to 6.25.2)

6mm thick Cement plaster in celling CM 1:3 Refer to General Specification Section-I (6.25 to 6.25.2)

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. Refer to General Specification Section-I (4.1 to 4.3)

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 (4.1 to 4.3)

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.Refer to General Specification Section-I (4.1 to 4.3)

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials.Refer to General Specification Section-I (4.1 to 4.3)

Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.Refer to General Specification Section-I (3 to 3.5)

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size. Refer to General Specification Section-I (3 to 3.5)

Providing and fixing following anodized aluminum fittings of anodized transparent and shade with necessary screw etc. Complete

(a) Sliding door bolts 250x16mm. Refer to General Specification Section-I (3 to 3.5)

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm. Refer to General Specification Section-I (3 to 3.5)

(b-ii) M.S. tower bolts (Barrel type) leads and lifts. 150x10mm. Refer to General Specification Section-I (3 to 3.5)

(c-i) M.S. handles 125mm dia .Refer to General Specification Section-I (3 to 3.5)

Providing and fixing of MS round bars (16 mm) in windows and ventilators. Refer to General Specification Section-I (3 to 3.5)

Providing and laying Precast slab in nominal cement concrete MIX of M25 and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in-charge .Refer to General Specification Section-I (3 to 3.14)

Stone soling under floor like stone filling properly consolidating the soling preparation of proper grade filling the intersects with agg. Etc. and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (2 to 2.7)

Providing and fixing hydrants with plate form complete in all respect and to the entire satisfaction of the Engineer-in-charge including following items. Refer to General Specification Section-I (11 to 11.3)

M.S Plate (50x5)mm,M.S Plate (65x65)mm ,Spindle, removable connecting rod,75mmdia HDPE QC bend, anti theft MS frame of (25x25x5)mm angle, tamper proof thimble chain lock 4 No and other fittings, allied accessories required as per the need of field outlet assembly, RCC pipe of 900mm Φ NP2.0= 12.50 Rmt and, RCC pipe of 350mm Φ NP2.0 =6.50 mtr. Refer to General Specification Section-2 (1 to 8.1)

Providing, Laying,jointing& testing HDPE pipe of following diameter and class as per IS 4984-1995 grade PE-80 complete with Butt (Heat) fusion welding joint.( Earth work in trenches to be measured and paid for separately.Refer to General Specification Section-I (21.5)

160mm Refer to General Specification Section-I (21.5)

125mm Refer to General Specification Section-I (21.5)

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

Providing and fixing sluice valve 160 mm dia with all allied accessories complete in all respect and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-II (1 to 1.8)

P/F Vikung Johnson Connection to joint 160 mm dia pipes to the entire satisfaction of the Engineer-in-charge.

Providing, Jointing and fixing of Flow/bulk meter woltmen type magnetic drive confirming to Class-B including flanges in all respect complete with all accessories and inclosing chamber of superior quality 110 mm dia and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (11.3)

Providing and fixing digital water level monitoring system with all necessary accessories complete in all respect and as per direction and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (11 to 3)

Providing and laying stone pitching on side slopes of guide banks, inembankment and protection work complete in all respect and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (6.3.1 to 6.3.2)

Dressing of bed and side slopes preparation of sub grade for lining in pick work. Refer to General Specification Section-I (3 to 3.5)

In bed Refer to General Specification Section-I (3 to 3.5)

In side slopes Refer to General Specification Section-I (3 to 3.5)

Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (1cement: 3sand: 6 grade stone agg. In all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.5)

Hand mixed concrete lining in bed Refer to General Specification Section-I (3 to 3.5)

Hand mixed concrete lining on side slopes. Refer to General Specification Section-I (3 to 3.5)

Extra allowance for form in concrete lining in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (3 to 3.5)

In bed Refer to General Specification Section-I (3 to 3.5)

On side slopes Refer to General Specification Section-I (3 to 3.5)

Brick work using 2nd class common burnt clay building bricks in foundation and plinth in cement mortot 1:4 (One cement: four sand) Refer to General Specification Section-I (6.2 to 6.3.2 )

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701. Refer to General Specification Section-I (4 to 5 )

Constructing chamber for sluice valve with CI surface Box 100 mm top diameter , 160 mm Bottom dia& 180 mm deep (inside) with chained lid& RCC Top slab 1:2:4 Mix(1 cement: 2 sand : 4 graded stone aggregate 20 mm Nominal Size) 100 mm thick foundation concrete 1:5:10 (41 cement: 5 sand: 10 graded stone aggregate40 mm nominal size) & 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 150 mm thick walls of RCC 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm Nominal size complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm c/c both ways. Refer to General Specification Section-I (7)

P/F pressed steel sheet door window frame manufactured from MS sheet of 1.25mm thick. Refer to General Specification Section-I (3 to 3.5)

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts.Refer to General Specification Section-I (3.6 to 3.14)

Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows &clerestory windows including bright finished black enameled iron hinges with necessary screws. Refer to General Specification Section-I (6.29 to 6.29.2)

LIS TALWARA

For proper illumination of the premises 1Nos L.E.D flood lights of 25 watts for Room fixed on 65 mm dia, 6 mtr height above ground, M.S. pole and P/F and installation of room wiring including all necessary electrical accessories complete in all respect as per the satisfaction of engineer in charge. Refer to General Specification Section-I (1 to 1.4.5)

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (2 to 2.7 )

Prov./ Laying c.concrete 1:2:4 (1Cement :2 Sand : 4 graded stone agg-regate 20 mm nominal size) & curing complete excluding the cost of form work in foundation and plinth. Refer to General Specification Section-I (3 to 3.14 )

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level. Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete flooring 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) laid in one layer and finished with a floating coat of neat cement. 40mm thick. Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) excluding the cost ofcentering& shuttering 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 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth. Refer to General Specification Section-I (3 to 3.14 )

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 foundation and plinth in all leads and lifts. Refer to General Specification Section-I (7)

Construction of plate form in CC 1:1.5:3 size 5x4x3 mtr along the bank of khad in all respect as per the site conditions and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying Precast slab in nominal cement concrete MIX of M25 and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in-charge . Refer to General Specification Section-I (7)

Construction of plate form along with walk way in truss form including cutting, welding, jointing in all respect as per the site conditions and to the entire satisfaction of the Engineer-in-charge. The detailed drawing and design duly approved from the competent authorities to be submitted by the contractor with in quoted rates. Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:1.5:3 (1cement: 1.5: sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14 )

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level. 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 form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete working:-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 and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3.6 to 3.14 )

Flat surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts. In depth in all heights from floor.Refer to General Specification Section-I (3.6 to 3.14 )

Edges of slabs and breaks in floors & walls under 20 cms. Wide. Refer to General Specification Section-I (3.6 to 3.14)

Prov form work or ordinary timber plankings so as to give a rough finish i/c centring shuttering, strutting and propping etc. ht of propoing and centring below supporting floor two ceiling not exceeding 4 mtr and removal of the same for insitu-reinforced concrete and plain concrete workin:-Refer to General Specification Section-I (3.6 to 3.14 )

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

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (6.24 to 6.34.2 )

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.5 )

Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.5 )

Providing laying jointing and testing in trenches of following dia galvanized mild steel tube confirming to IS: 1239-Part-II with up to date amendments including tube fitting such as bends, tees, unions etc. complete and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-III (1 to 1.9)

80mm dia Refer to General Specification Section-III (1 to 1.9)

Providing and fixing CI sluice valve of Leader / Kartar/Bir make of following dia (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia i/c brass spindle and as per 2906-1984 class-II for dia> 300mm) complete with bolts, nuts, rubber insertion etc. (the tail piece if required shall be measured and paid for separately). Refer to General Specification Section-II (1 to 1.8)

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

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

Providing and fixing Manhole cover of size60x60 cm made of angle iron frame size 40x40x5mm thick covered with MS. sheet 2.00mm thick and welded with angle iron frame 35x35x3 mm thick. Including hings, Handles, 8 Nos Hold fast and Locking arrangement along with lock and key of standred make, Primer two coats, with redoxide paint/ broza blue paint complete and manhole covers fixed in Storage tanks, Intake chambers with Cement concrete 1:1.5:3 for nut and bolt 16mm dia and dismentalling of RCC work i/c carriage of material in all leads & lifts complete in all respect and as per direction of Engineer-in-Charge. Refer to General Specification Section-I (7)

20mm cement plaster in single coat of fair side of brick/concrete wall for internal plastering up to floor two level including arises, internal rounded angles, chamfers rounded angles not exceeding 80mm in girth and finished even and smooth in CM: 1:6(1cement:6sand) and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (6.25 to 6.25.2)

Stone/boulder filling at bottom for the support of laid pipe in outlet as per the requirement and to the satisfaction of Engineer-in –charge with in all leads and lifts.Refer to General Specification Section-I (2 to 2.7)

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts.Refer to General Specification Section-I (6.2 to 6.3.2)

P/F pressed steel sheet door window frame manufactured from MS sheet of 1.25mm th. Refer to General Specification Section-I (3 to 3.5)

Providing and fixing wood panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows, including black enamelled iron butt hinges with necessary screws I) 40mm thick 2nd class deodar wood in all leads and lifts. Refer to General Specification Section-I (3.6 to 3.14)

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of IS gauge designation 85G with wire of dia 0.56 for doors windows and clearstory windows including bright finished black enameled iron hinges with necessary screw 30 mm thick in all leads and lifts. ( 2nd class deodar wood).Refer to General Specification Section-I (6.29 to 6.29.2)

6mm cement plaster to ceiling in cement mortar 1:3(1cement:3sand) in all leads and lifts. Refer to General Specification Section-I (6.25 to 6.25.2)

Pointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED Pointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.Refer to General Specification Section-I (3 to 3.14)

Providing under layers for plinth protection of 75 mm thick ( unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed 7 consolidated & grouted with fine sand including preparation of gruond. Refer to General Specification Section-I (3 to 3.14)

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. Refer to General Specification Section-I (4.1 to 4.3)

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 (4.1 to 4.3)

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. Refer to General Specification Section-I (4.1 to 4.3)

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials.Refer to General Specification Section-I (4.1 to 4.3)

Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete. Refer to General Specification Section-I (3 to 3.5)

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size. Refer to General Specification Section-I (3 to 3.5)

Providing and fixing following anodized aluminum fittings of anodized transparent and shade with necessary screw etc. complete

(a) Sliding door bolts 250x16mm. Refer to General Specification Section-I (3 to 3.5)

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm. Refer to General Specification Section-I (3 to 3.5)

(b-ii) M.S. tower bolts (Barrel type) leads and lifts. 150x10mm. Refer to General Specification Section-I (3 to 3.5)

(c-i) M.S. handles 125mm dia .Refer to General Specification Section-I (3 to 3.5)

Providing and fixing of MS round bars (16 mm) in windows and ventilators.Refer to General Specification Section-I (3 to 3.5)

Booster stage (1st phase)

Supply of Monu submersible pumping set of KSB make comprising to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per BIS 8034-1976 latest suitable for Raw 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 required HP, RPM 2900 of Kirloskar/ NGEF/ 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:- Location of site: Near pump house in bank of seer khad. The altitude of place in which the motor is intended to work in ordinary service: 520 Mtr. Humidity: Humidity during rain 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 PPM. Type of well: Inside dia of well: Mtr Depth of water during HFL in the well: Mtr. Maximum draw down: Mtrs .Depth of well: Mtr. Any other information if requird. OPERATING CONDITIONS Type of current: AC three phase Operating frequency: 50Hz. Rated voltagre: 400 (+/-) 10% volts. Speed of renolution: To 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 20° to 42° C.

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 overloading 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. Refer to General Specification Section-1 (16 to 17.4)

Note:- Star delta starter upto 37.5 Kw. Refer to General Specification Section-1 (16 to 17.4)

Type of motor: 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: Break way torque to be given by the tenderer but the starting current 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:To work the pump offered. 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 Refer to General Specification Section-1 (16 to 17.4)

PUMP Nos of pumps required: 1 Nos pump set out of which one will act as stand bye. Spare parts required: For two years normal maintenance as recommended by manufacturers Type of drive: Electric induction motor. Optional fittings required. PUMP OPERATING CONDITIONS: Capacity: Total LPS 83 cum/ Hour. Total head in meters: 34.54 Meters. Static Head: 31.50 mtrs. Minimum depth of water: Meters. Ground level to maximum water level: 0.00 Meters. Ground level to delivery point: 0.00 Mtr. Pressure in the suction tank: Kg/cm2. Pressure in the delivery tank: Kg/cm2. Length of rising main: 42 Mtrs. Dia of rising main: 250 mm dia. Turbidity of water: < than 50 PPM. Drive type: Electric driven. Limits of total head in which thye pump is required to operate: (-) 25% to (+)10% of total head. Suction / Delivery size of pump: To be specified by the tenderer . Efficiency of pump at: To be specified by the tenderer. (a) Duty head. (b) (+) 10% head: c) (-) 25% head j) Material of construction: To be specified by the tenderer (Manufactures certificate to be appended) (Item rates of Sr.No.50 to 63 are inclusive in item No.49) Refer to General Specification Section-1 (16 to 17.4)

Supply of Direct on line star type starter of L&T/Kilburn make conforming to BIS 8544-1979 latest with upto date amendments for squirrel cage induction motor ( make to be specified by the tenderers) mounted on penel 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 (Almirah type 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.Refer to General Specification Section-1 (16 to 17.4)

ICTP switches with HRC fuses of Havells/L&T/standard /Crompton make for above motor of suitable ampere capacity and conforming to BIS: 4064-1978 latest with upto date amendments.Refer to General Specification Section-1 (16 to 17.4)

Busbar 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 amendments. Refer to General Specification Section-1 (16 to 17.4)

MCB of suitable capacity of Havels / 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 uder voltage release. Refer to General Specification Section-1 (16 to 17.4)

Three phase indicator lamps complete with toggle switches for individual motors conforming to BIS: 3452 part-I & II latest with upto date amendments of 15 watt.Refer to General Specification Section-1 (16 to 17.4)

50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. Refer to General Specification Section-1 (16 to 17.4)

Supply of Kirloskar/leader/ Kartar make mm dia cast iron (class PN. 1.6) double flanged ( swing check type) reflux valve having bye pass arrangement and having one dia higher than pump size to delivery of pump and capable of with staniding nominal seat pressure of 16.20kg/cm2 as per BIS:5312-1984 Refer to General Specification Section-1 (16 to 17.4)

Supply of Kirloskar/leader/ Kartar make 65 mm dia cast iron (class PN. 1.0) double flanged sluice valve having size one dia higher than pump size of delivery of pump and capable of with standing nominal seat pressure of 16.20 kg/cm22 as per IS-780-1984. Refer to General Specification Section-1 (16 to 17.4)

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 amendment ssiemen/closter/ICC make form meter of HPSEB- to MCB and form MCB to Busbar switch and starter (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. Refer to General Specification Section-1 (16 to 17.4)

Supply side = Suitable size Refer to General Specification Section-1 (16 to 17.4)

Motor Side = Suitable size Refer to General Specification Section-1 (16 to 17.4)

Providing and fixing of Leader/ Koirlosakr/ Kartar make 65mm dia cast iron class PN 1.6 double flanged (swing check rype) reflux valve having bye pass arrangement and size equal to deia of rising i.e. 80mm dia for with standing norminal seat pressure of 10.20kg/cm2 as per BIS: 5312-1984 Refer to General Specification Section-1 (16 to 17.4)

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.4mm sqm. Refer to General Specification Section-1 (16 to 17.4)

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. Refer to General Specification Section-1 (16 to 17.4)

Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such as stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments. ( 0-16 kg/cm2). Refer to General Specification Section-1 (16 to 17.4)

Providing and laying delivery pipe 80mm dia and common header 65mm dia GMS tubes (Medum class) (IS: 1239-1979) jointed withMS flanges of table-5 asper IS: 6392-1971 (upto a length of 5 mtrs) including rappers,flanges, rubber gaskets, nutsand bolts and specials upto5 mtrs away from the outer wall of pump houses as per layout drawing approved by the Engineer-in-charge. Refer to General Specification Section-1 (16 to 17.4)

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 4KVAR each including cable of siemens/Gloste/ICC make form busbar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range tobe specified by the tendrerer). Refer to General Specification Section-1 (16 to 17.4)

Supply of suitable cable for water level guard.Refer to General Specification Section-1 (16 to 17.4)

Supply of supporting clamps.Refer to General Specification Section-1 (16 to 17.4)

Supply of cable clips of required size. Refer to General Specification Section-1 (16 to 17.4)

Erection of all equipment from Sr. NO. 1 to 4,6,7,9,11 and 14 including cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge. Refer to General Specification Section-1 (16 to 17.4)

2nd stage (1st phase)

Providing horizontal spindle horizontal split casing/end suctions (backfull out arrangement) single/double/ multistages centrifugal pump or combination of pump in series/parrallel of recommended make such as Mather and Platt/KSB/Beacon weir/BE/ Kirloskar as per BIS-1520-1980 with upto date amendments, read with IS: 9137-1978 or latest edition suitable for lifting Raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleaves 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 Squarrel cage/ slippering drip proof induction motor of standard make such as Kirloskar/BHEL/Crompton/NGEF/GEC/Mathoor and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 25% of the duty point head. The motor should be as per IS: 325-1978 with upto date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:- Discharge (Q) 32.38 LPS or cum/Hr.for each. Pump. Total Dynamic Head: 56.82 Meters. LWL in sump well (h). Meters. Level at discharge point. Meters. Suction lift. (+ve) Meters. Residual head: 3.00 Meters. Static Head. 48.30 Meters. Rising main. Length. 613.00 Meters. Dia. 200 mm. Pumping Hours. 16 Hours. Altitude of Installation above MSL Meters. Characteristics of water. (a) Temperature 20o C. (b) Abient Temp. 42oC. (c) Turbidity Raw water JTU. (d) Alkalanity. Mg/Ca Co3. (e) Size of the solids. Mm. (f) Other Refer to General Specification Section-1 (12 to 12.14) (25 HP)

Providing ICTP Main Switch with HRC fuses of L&T/Crompton/Standard/Havells make for suitable Capacity Operational rating as per IS: 4064-1978 with upto date amendments immediately after the power meter of HPSEB. Refer to General Specification Section-1 (12 to 12.14)

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:-Refer to General Specification Section-1 (12 to 12.14)

M.C.B of Kilburn/L&T/EI/GEC make of suitable 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 upto date amendments with. Refer to General Specification Section-1 (12 to 12.14)

Earth leakage relay/E.L.C.B. of Kilburn/L&T/MEI/GEC make as per IS: 2516-1977 with upto date amendment and of 100 Amp. Capacity 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.Refer to General Specification Section-1 (12 to 12.14)

The voltage monitor relay of L&T/AE/Diplomat 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).Refer to General Specification Section-1 (12 to 12.14)

Power factor meter of standard make AE/L&T Rishab as per relevant IS code with upto date amendments of suitable rating.Refer to General Specification Section-1 (12 to 12.14)

Frequency meter of standard make AE/ L&T rishab as per relevant IS: Code with upto date amendments of suitable rating. Refer to General Specification Section-1 (12 to 12.14)

Bus bar chamber with copper strips having 3 & 1/2 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 upto date ammendments 100 Amp. Refer to General Specification Section-1 (12 to 12.14)

ICTP switches with HRC fuses of Kilburn/L&T/siemens/Stands/Havells make and of suitable capacity as per IS: 4064-1978 with upto date amendments. Refer to General Specification Section-1 (12 to 12.14)

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I&II) with upto date ammendments 15 watt.Refer to General Specification Section-1 (12 to 12.14)

Providing suitable star delta starter of MEI/Kilburn/Jyoti/Siemens make suitable for 50 HP as per IS: 8544-1979 with upto date ammendments for squirrel cage/slippering motor mounted on pannel 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 amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing Hour run meter of recommended make of suitable capacity as per IS: 722 ( Latest edition) 0-9999 Hours. Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/Gled/Kilburn/Fouress make of 100 mm dia class PN 1.00 for the suction pipe and capable of withstanding the normal seat pressure 10.20/cm2 as per IS: 780-1984 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/Gled/Kilburn/Fouress make of 65mm dia class PN 1.00 for the Scaur of Clear tank and capable of withstanding the normal seat pressure 10.20/cm2 as per IS: 780-1984 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/ Gled/ Kilburn/Fouress make of 65mm dia class PN-1.6 for the booster stage common header and capable of withstanding normal sieat pressure 10.20kg/cm2 as per IS: 780-1984 with upto date amendements.Refer to General Specification Section-1 (12 to 12.14)

Providing doubld flanged cast iron reflux valve of Leader/Bhel/Kirloskar/ Gled/Kilburn/Fouress make of 65mm dia class PN-1.6 for the bosster stage common header and capable of withstanding norma seat pressure 10.20kg/c2 as per IS: 780-1984 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast steel sluice valve of Leader/Kirlosakr/ Kilburn/Gled/Fouress make and of 50mm dia for the delivery line of the pump and capable of with standing normal seat pressure 52kg/cm2 as per IS: 1414 API-600, class ASA-300 with upto date amendements.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged (Swing type) cast steel Reflux valve of Leader/KSB/Kirloskar/Kilburn/Gled/Fouress Kirloskar make and of 50 mm dia having bye pass arrangement on the delivery ,ine of pump and capable of withstanding normal seat pressure as per (Part-I) BS: 1868-API-600 with upto date amendments class ASA-300. .Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged (Swing type) cast steel Non return valve of Leader/KSB/Kirloskar/Kilburn/Gled/Fouress Kirloskar make and of 100 mm dia having bye pass arrangement on the rising main and capable of withstanding normal seat pressure 52kg/cm2 as per (part-I) BS: 1868-API-600 class 300 upto amendments. Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast steel sluice valve of Leader/Kirloskar/ Kilburn/Gled/Fouress make and 50mm dia for the scaur of rising main line and capable of withstanding the normal seat pressure 52kg/cm2 and as per IS: 1414 API-600 class ASA-300 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing 100mm dia circular dial pressure gauge complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1979 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing 100mmdia circular dial vacum gauge complete with in all accessories such as stop cock, copper tuing etc. as per IS: 3624-1979 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing discharge meter of standard make to be fixed on rising main near the storage tank as per the direction of the Engineer-in-Charge as per IS: 2373-1981 with upto date amendments. Suitable for 4.24LPS discharge.Refer to General Specification Section-1 (12 to 12.14)

Providing and fixing double flanged MS/GI 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. The size of the various components to be as under:- (i) Suction pipe Suitable dia = 3 mtr. (ii) Delivery pipe Suitable dia = -do- = 4 mtr. (iii)Common Header Suitable dia = = 6 mtr. and will extended upto 5 meters from the outer wall of the pump house in the direction to be jointed. Refer to General Specification Section-1 (12 to 12.14)

(2nd phase)

Providing horizontal spindle horizontal split casing/end suctions (backfull out arrangement) single/double/ multistages centrifugal pump or combination of pump in series/parrallel of recommended make such as Mather and Platt/KSB/Beacon weir/BE/ Kirloskar as per BIS-1520-1980 with upto date amendments, read with IS: 9137-1978 or latest edition suitable for lifting Raw water for under mentioned characterstics with bronze impellers/priming funnels, casing ring and shaft sleaves 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 Squarrel cage/ slippering drip proof induction motor of standard make such as Kirloskar/BHEL/Crompton/NGEF/GEC/Mathoor and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 25% of the duty point head. The motor should be as per IS: 325-1978 with upto date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:-Discharge (Q) 21.65 LPS or cum/Hr.for each. Pump. Total Dynamic Head: 96.74 Meters. LWL in sump well (h). Meters. Pump Shaft level: Meters. Level at discharge point. Meters. Suction lift. (+ve) Meters. Residual head: 3.00 Meters .Static Head. 85.00 Meters. Rising main. Length. 615.00 Meters Dia. 200 mm Pumping Hours. 16 Hours. Altitude of Installation above MSL Meters. Characteristics of water. (a) Temperature 20o C. (b) Abient Temp. 42oC. (c) Turbidity Raw water JTU. (d) Alkalanity. Mg/Ca Co3. (e) Size of the solids. Mm (f) Other. Refer to General Specification Section-1 (12 to 12.14)

Providing ICTP Main Switch with HRC fuses of L&T/Crompton/Standard/Havells make for suitable Capacity Operational rating as per IS: 4064-1978 with upto date amendments immediately after the power meter of HPSEB.Refer to General Specification Section-1 (12 to 12.14)

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:-Refer to General Specification Section-1 (12 to 12.14)

M.C.B of Kilburn/L&T/EI/GEC make of suitable 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 upto date ammendments with.Refer to General Specification Section-1 (12 to 12.14)

Earth leakage relay/E.L.C.B. of Kilburn/L&T/MEI/GEC make as per IS: 2516-1977 with upto date amendment and of 100 Amp. Capacity 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.Refer to General Specification Section-1 (12 to 12.14)

The voltage monitor relay of L&T/AE/Diplomat 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).Refer to General Specification Section-1 (12 to 12.14)

Power factor meter of standard make AE/L&T Rishab as per relevant IS code with upto date amendments of suitable rating.Refer to General Specification Section-1 (12 to 12.14)

Frequency meter of standard make AE/ L&T rishab as per relevant IS: Code with upto date amendments of suitable rating.Refer to General Specification Section-1 (12 to 12.14)

Bus bar chamber with copper strips having 3 & 1/2 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 upto date amendments 100 Amp.Refer to General Specification Section-1 (12 to 12.14)

ICTP switches with HRC fuses of Kilburn/L&T/siemens/Stands/Havells make and of suitable capacity as per IS: 4064-1978 with upto date amendmentsRefer to General Specification Section-1 (12 to 12.14)

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I&II) with upto date ammendments 15 watt.Refer to General Specification Section-1 (12 to 12.14)

Providing suitable star delta starter of MEI/Kilburn/Jyoti/Siemens make suitable for 50 HP as per IS: 8544-1979 with upto date amendments for squirrel cage/slippering motor mounted on pannel 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 amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing Hour run meter of recommended make of suitable capacity as per IS: 722 ( Latest edition) 0-9999 Hours.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/KSB/Kirloskar/Gled/Kilburn/Fouress make of 100 mm dia class PN 1.00 for the suction pipe and capable of withstanding the normal seat pressure 10.20/cm2 as per IS: 780-1984 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/KSB/Kirloskar/Gled/Kilburn/Fouress make of 65mm dia class PN 1.00 for the Scaur of Clear tank and capable of withstanding the normal seat pressure 10.20/cm2 as per IS: 780-1984 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/KSB/Kirloskar/ Gled/ Kilburn/Fouress make of 65mm dia class PN-1.6 for the booster stage common header and capable of withstanding normal sieat pressure 10.20kg/cm2 as per IS: 780-1984 with upto date amendements.Refer to General Specification Section-1 (12 to 12.14)

Providing doubld flanged cast iron reflux valve of Leader/KSB/Kirloskar/ Gled/Kilburn/Fouress make of 65mm dia class PN-1.6 for the bosster stage common header and capable of withstanding norma seat pressure 10.20kg/c2 as per IS: 780-1984 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast steel sluice valve of Leader/Kirlosakr/ Kilburn/Gled/Fouress make and of 50mm dia for the delivery line of the pump and capable of with standing normal seat pressure 52kg/cm2 as per IS: 1414 API-600, class ASA-300 with upto date amendements.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged (Swing type) cast steel Reflux valve of Leader/KSB/Kirloskar/Kilburn/Gled/Fouress Kirloskar make and of 50 mm dia having bye pass arrangement on the delivery ,ine of pump and capable of withstanding normal seat pressure as per (Part-I) BS: 1868-API-600 with upto date amendments class ASA-300. Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged (Swing type) cast steel Non return valve of Leader/KSB/Kirloskar/Kilburn/Gled/Fouress Kirloskar make and of 100 mm dia having bye pass arrangement on the rising main and capable of withstanding normal seat pressure 52kg/cm2 as per (part-I) BS: 1868-API-600 class 300 upto amendments .Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast steel sluice valve of Leader/Kirloskar/ Kilburn/Gled/Fouress make and 50mm dia for the scaur of rising main line and capable of withstanding the normal seat pressure 52kg/cm2 and as per IS: 1414 API-600 class ASA-300 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

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 upto date ammendments range 0-52 Kg/cm2.Refer to General Specification Section-1 (12 to 12.14)

Providing 100mm dia circular dial vacuum gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1979 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing discharge meter of standard make to be fixed on rising main near the storage tank as per the direction of the Engineer-in-Charge as per IS: 2373-1981 with upto date amendments. Suitable for 4.24LPS discharge.Refer to General Specification Section-1 (12 to 12.14)

Providing and fixing double flanged MS/GI 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. The size of the various components to be as under:- (i) Suction pipe Suitable dia = 3 mtr. (ii) Delivery pipe Suitable dia = -do- = 4 mtr. (iii)Common Header Suitable dia = = 6 mtr. and will extended upto 5 meters from the outer wall of the pump house in the direction to be jointed. Refer to General Specification Section-1 (12 to 12.14)

(3rd phase)

Providing horizontal spindle horizontal split casing/end suctions (backfull out arrangement) single/double/ multistages centrifugal pump or combination of pump in series/parrallel of recommended make such as Mather and Platt/KSB/Beacon weir/BE/ Kirloskar as per BIS-1520-1980 with upto date amendments, read with IS: 9137-1978 or latest edition suitable for lifting Raw water for under mentioned characterstics with bronze impellers/priming funnels, casing ring and shaft sleaves 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 Squarrel cage/ slippering drip proof induction motor of standard make such as Kirloskar/BHEL/Crompton/NGEF/GEC/Mathoor and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 25% of the duty point head. The motor should be as per IS: 325-1978 with upto date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:- Discharge (Q) 28.97 LPS or cum/Hr.for each. Pump. Total Dynamic Head: 122.30 Meters. LWL in sump well (h). Meters. Pump Shaft level: Meters. Level at discharge point. Meters. Suction lift. (+ve) Meters. Residual head: 3.00 Meters. Static Head. 110.50. Meters. Rising main. Length. 864.00 Meters. Dia. 200 mm Pumping Hours. 16 Hours. Altitude of Installation above MSL Meters Characteristics of water . (a) Temperature 20o C (b) Abient Temp. 42oC (c) Turbidity Raw water JTU (d) Alkalanity. Mg/Ca Co3 (e) Size of the solids. Mm. (f) Other. Refer to General Specification Section-1 (12 to 12.14)

Providing ICTP Main Switch with HRC fuses of L&T/Crompton/Standard/Havells make for suitable Capacity Operational rating as per IS: 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.Refer to General Specification Section-1 (12 to 12.14)

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:-Refer to General Specification Section-1 (12 to 12.14)

M.C.B of Kilburn/L&T/EI/GEC make of suitable 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 upto date ammendments with.. Refer to General Specification Section-1 (12 to 12.14)

Earth leakage relay/E.L.C.B. of Kilburn/L&T/MEI/GEC make as per IS: 2516-1977 with upto date amendment and of 100 Amp. Capacity 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.Refer to General Specification Section-1 (12 to 12.14)

The voltage monitor relay of L&T/AE/Diplomat 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).Refer to General Specification Section-1 (12 to 12.14)

Power factor meter of standard make AE/L&T Rishab as per relevant IS code with upto date amendments of suitable rating. Refer to General Specification Section-1 (12 to 12.14)

Frequency meter of standard make AE/ L&T rishab as per relevant IS: Code with upto date amendments of suitable rating.Refer to General Specification Section-1 (12 to 12.14)

Bus bar chamber with copper strips having 3 & 1/2 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 upto date amendments 100 Amp .Refer to General Specification Section-1 (12 to 12.14)

ICTP switches with HRC fuses of Kilburn/L&T/siemens/Stands/Havells make and of suitable capacity as per IS: 4064-1978 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I&II) with upto date ammendments 15 watt.Refer to General Specification Section-1 (12 to 12.14)

Providing suitable star delta starter of MEI/Kilburn/Jyoti/Siemens make suitable for 50 HP as per IS: 8544-1979 with upto date amendments for squirrel cage/slippering motor mounted on pannel 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 amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing Hour run meter of recommended make of suitable capacity as per IS: 722 ( Latest edition) 0-9999 Hours.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/Gled/Kilburn/Fouress make of 100 mm dia class PN 1.00 for the suction pipe and capable of withstanding the normal seat pressure 10.20/cm2 as per IS: 780-1984 with upto date ammendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/Gled/Kilburn/Fouress make of 65mm dia class PN 1.00 for the Scaur of Clear tank and capable of withstanding the normal seat pressure 10.20/cm2 as per IS: 780-1984 with upto date ammendments.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/ Gled/ Kilburn/Fouress make of 65mm dia class PN-1.6 for the booster stage common header and capable of withstanding normal sieat pressure 10.20kg/cm2 as per IS: 780-1984 with upto date amendements.Refer to General Specification Section-1 (12 to 12.14)

Providing doubld flanged cast iron reflux valve of Leader/Bhel/Kirloskar/ Gled/Kilburn/Fouress make of 65mm dia class PN-1.6 for the bosster stage common header and capable of withstanding norma seat pressure 10.20kg/c2 as per IS: 780-1984 with upto date amendements.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast steel sluice valve of Leader/Kirlosakr/ Kilburn/Gled/Fouress make and of 50mm dia for the delivery line of the pump and capable of with standing normal seat pressure 52kg/cm2 as per IS: 1414 API-600, class ASA-300 with upto date amendements.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged (Swing type) cast steel Reflux valve of Leader/KSB/Kirloskar/Kilburn/Gled/Fouress Kirloskar make and of 50 mm dia having bye pass arrangement on the delivery ,ine of pump and capable of withstanding normal seat pressure as per (Part-I) BS: 1868-API-600 with upto date amendments class ASA-300.Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged (Swing type) cast steel Non return valve of Leader/KSB/Kirloskar/Kilburn/Gled/Fouress Kirloskar make and of 100 mm dia having bye pass arrangement on the rising main and capable of withstanding normal seat pressure 52kg/cm2 as per (part-I) BS: 1868-API-600 class 300 upto amendments. Refer to General Specification Section-1 (12 to 12.14)

Providing double flanged cast steel sluice valve of Leader/Kirloskar/ Kilburn/Gled/Fouress make and 50mm dia for the scaur of rising main line and capable of withstanding the normal seat pressure 52kg/cm2 and as per IS: 1414 API-600 class ASA-300 with upto date amendements.

Providing 100mm dia circular dial pressure gauge of Leader/Bhel/Kirloskar/Kilburn/Gled/Fouress make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1979 with upto date amendments.Refer to General Specification Section-1 (12 to 12.14)

Providing 100mmdia circular dial vacum gauge of Leader/Bhel/Kirloskar/ Kilburn/Gled/Fouress make complete with in all accessories such as stop cock, copper tuing etc. as per IS: 3624-1979 with upto date amendments. Refer to General Specification Section-1 (12 to 12.14)

Providing discharge meter of standard make to be fixed on rising main near the storage tank as per the direction of the Engineer-in-Charge as per IS: 2373-1981 with upto date ammendments. Suitable for 4.24LPS discharge..Refer to General Specification Section-1 (12 to 12.14)

Providing and fixing double flanged MS/GI 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. The size of the various components to be as under:- (i) Suction pipe Suitable dia = 3 mtr. (ii) Delivery pipe Suitable dia = -do- = 4 mtr. (iii)Common Header Suitable dia = = 6 mtr. and will extended upto 5 meters from the outer wall of the pump house in the direction to be jointed. Refer to General Specification Section-3 (1 to 9)

Providing, Laying, Jointing & testing HDPE pipe of following diameter and class as per IS 4984-1995 grade PE-80 complete with Butt (Heat) fusion welding joint.( Earth work in trenches to be measured and paid for separately. Refer to General Specification Section-II (1 to 8.1)

160mm dia Refer to General Specification Section-II (1 to 8.1)

110mm dia Refer to General Specification Section-II (1 to 8.1)

BULKMETER

Providing, Jointing and fixing of Flow/bulk meter woltmen type magnetic drive confirming to Class-B including flanges in all respect complete with all accessories and inclosing chamber of superior quality and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (11.3)

160mm dia. Refer to General Specification Section-I (11.3)

110mm dia Refer to General Specification Section-I (11.3)

Providing and fixing digital water level monitoring system with all necessary accessories complete in all respect and as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (11 to 3)

Providing fixing and installation of electrical / manual operated system complete in all respect as per the satisfaction of Engineer-in-Charge.Refer to General Specification Section-4 (1 to 3.1)

Providing and fixing hydrants with plate form complete in all respect and to the entire satisfaction of the Engineer-in-charge including following items. Refer to General Specification Section-1 (11 to 11.3)

M.S Plate (50x5) mm,M.S Plate (65x65)mm ,Spindle, removable connecting rod,75mmdia HDPE QC bend, anti theft MS frame of (25x25x5)mm angle, tamper proof thimble chain lock 4 No and other fittings, allied accessories required as per the need of field outlet assembly, RCC pipe of 900mm Φ NP2.0 12.50 Rmt and, RCC pipe of 350mm Φ NP2.0 6.50 mtr. Refer to General Specification Section-2 (1 to 8.1)

Constructing chamber for sluice valve with CI surface Box 100 mm top diametre , 160 mm Bottom dia& 180 mm deep (inside) with chained lid& RCC Top slab 1:2:4 Mix(1 cement: 2 sand : 4 graded stone aggregate 20 mm Nominal Size) 100 mm thick foundation concrete 1:5:10 (41 cement: 5 sand: 10 graded stone aggregate40 mm nominal size) & 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 150 mm thick walls of RCC 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm Nominal size complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm c/c both ways. Refer to General Specification Section-I (7)

MLIP Dulet

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (2.to 2.7)

For proper illumination of the premises 1Nos L.E.D flood lights of 25 watts for Room fixed on 65 mm dia, 6 mtr height above ground, M.S. pole and P/F and installation of room wiring including all necessary electrical accessories complete in all respect as per the satisfaction of engineer in charge.Refer to General Specification Section-I (1 to 1.4.5)

Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) excluding the cost of centering & shuttering in foundation and plinth in all leads and lifts.Refer to General Specification Section-I (3 to 3.14)

Providing and laying cement concrete 1:1.5:3 (1cement: 1.5: sand: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)

Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14)

Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14)

Lintels, beams girders bressumers& cantilevers up to floor two level Refer to General Specification Section-I (3 to 3.14)

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

Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3.6 to 3.14)

Beams, cantilevers,girders & lintels, sides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts. In depth in all heights from floor.Refer to General Specification Section-I (3.6 to 3.14)

Edges of slabs and breaks in floors & walls under 20 cms. Wide. Refer to General Specification Section-I (3.6 to 3.14)

Prov form work or ordinary timber plankings so as to give a rough finish i/c centring shuttering, strutting and propping etc. ht of propoing and centring below supporting floor two ceiling not exceeding 4 mtr and removal of the same for insitu-reinforced concrete and plain concrete workin:- Refer to General Specification Section-I (3.6 to 3.14)

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

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement: 3sand) and to the entire satisfaction of the Engineer-in-charge .Refer to General Specification Section-I (3.6 to 3.14)

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth and to the entire satisfaction of the Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14)

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.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 tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.5)

Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (4 to 4.3)

Providing laying jointing and testing in trenches of following dia galvanized mild steel tube confirming to IS: 1239-Part-II with up to date amendments including tube fitting such as bends, tees, unions etc. complete and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-III (1 to 9 )

80mm dia Refer to General Specification Section-III (1 to 9 )

Providing and fixing CI sluice valve of Leader / Kartar/Bir make of following dia (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia i/c brass spindle and as per 2906-1984 class-II for dia> 300mm) complete with bolts, nuts, rubber insertion etc. (the tail piece if required shall be measured and paid for separately). Refer to General Specification Section-II (1 to 1.8 )

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

Providing and fixing SFRC manhole cover with frame having frames size of 560mm internal dia (Medium duty). The weight of cover and frame should not be less than 100kg

Constructing chamber for sluice valve with CI surface Box 100 mm top diametre , 160 mm Bottom dia& 180 mm deep (inside) with chained lid& RCC Top slab 1:2:4 Mix(1 cement: 2 sand : 4 graded stone aggregate 20 mm Nominal Size) 100 mm thick foundation concrete 1:5:10 (41 cement: 5 sand: 10 graded stone aggregate40 mm nominal size) & 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 150 mm thick walls of RCC 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm Nominal size complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm c/c both ways. Refer to General Specification Section-I (7)

Providing and fixing hydrants with plate form complete in all respect and to the entire satisfaction of the Engineer-in-charge including following items Refer to General Specification Section-I (1 to 11.3)

M.S Plate (50x5)mm,M.S Plate (65x65)mm ,Spindle, removable connecting rod,75mmdia HDPE QC bend, anti theft MS frame of (25x25x5)mm angle, tamper proof thimble chain lock 4 No and other fittings, allied accessories required as per the need of field outlet assembly, RCC pipe of 900mm Φ NP2.0 12.50 Rmt and, RCC pipe of 350mm Φ NP2.0 6.50 mtr.Refer to General Specification Section-2 (1 to 8.10)

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 form work in Foundation and Plinth as per direction and to the entire satisfaction of the Engineer-in-charge . Refer to General Specification Section-I (7)

Providing and laying Precast slab in nominal cement concrete MIX of M25 and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in-charge . Refer to General Specification Section-I (7)

Providing laying and fixing HDPE pipe

Providing, Laying,,jointing& testing HDPE pipe of following diameter and class as per IS 4984-1995 grade PE-80 complete with Butt (Heat) fusion welding joint.( Earth work in trenches to be measured and paid for seperately.Refer to General Specification Section-I (21.5 )

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

160mm Refer to General Specification Section-I (21.5 )

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 foundation and plinth in all leads and lifts Refer to General Specification Section-I (7)

Providing and laying cement concrete 1:2:4 (1 cement: 2 sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring& shuttering in foundation and plinth and curing complete with in all leads and lifts .Refer to General Specification Section-I (3 to 3.14 )

Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresumers and cantilevers upto all floor two level woth in all leads and lifts .Refer to General Specification Section-I (3 to 3.14)

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts.Refer to General Specification Section-I (6.2 to 6.3.2)

P/F pressed steel sheet door window frame manufactured from MS sheet of 1.25mm th. Refer to General Specification Section-I (3 to 3.5)

Providing and fixing wood panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows, including black enamelled iron butt hinges with necessary screws I) 40mm thick 2nd class deodar wood in all leads and lifts. . Refer to General Specification Section-I (3.6 to 3.14)

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of IS gauge designation 85G with wire of dia 0.56 for doors windows and clearstory windows including bright finished black enameled iron hinges with necessary screw 30 mm thick in all leads and lifts. ( 2nd class deodar wood). Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and laying 40 mm thick cement concrete flooring 1:2:4 (1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer and finished with a floating coat of neat cement with in all leads and lifts.Refer to General Specification Section-I (3 to 3.14)

6mm cement plaster to ceiling in cement mortar 1:3(1cement:3sand) in all leads and lifts.Refer to General Specification Section-I (6.25 to 6.25.2)

20 mm Thick cement plaster in single coat of rough sides of bricks/ stone walls for interior plastering up to floor two level including arises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) in all leads and lifts.Refer to General Specification Section-I (6.25 to 6.25.2)

Pointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED Pointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts. Refer to General Specification Section-I (3 to 3.14)

Providing under layers for plinth protection of 75 mm thick ( unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed 7 consolidated & grouted with fine sand including preparation of ground. Refer to General Specification Section-I (3 to 3.14)

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. Refer to General Specification Section-I (4.1 to 4.3)

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 (4.1 to 4.3)

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. Refer to General Specification Section-I (4.1 to 4.3)

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials. Refer to General Specification Section-I (4.1 to 4.3)

Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete. Refer to General Specification Section-I (3 to 3.5)

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size. Refer to General Specification Section-I (3 to 3.5)

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete

(a) Sliding door bolts 250x16mm.Refer to General Specification Section-I (3 to 3.5)

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.Refer to General Specification Section-I (3 to 3.5)

(b-ii) M.S. tower bolts (Barrel type) leads and lifts. 150x10mm. Refer to General Specification Section-I (3 to 3.5)

(c-i) M.S. handles 125mm dia Refer to General Specification Section-I (3 to 3.5)

Providing and fixing of MS round bars (16 mm) in windows and ventilators. Refer to General Specification Section-I (3 to 3.5)

Stone/boulder filling behind retaining wall/ under floor with in all leads and lifts.Refer to General Specification Section-I (2 to 2.7)

For proper illumination of the premises 1Nos L.E.D flood lights of 25 watts for Room fixed on 65 mm dia, 6 mtr height above ground, M.S. pole and P/F and installation of room wiring including all necessary electrical accessories complete in all respect as per the satisfaction of engineer in charge Refer to General Specification Section-I (1 to 1.4.5)

Bulkmeter

Providing, Jointing and fixing of Flow/bulk meter woltmen type magnetic drive confirming to Class-B including flanges in all respect complete with all accessories and inclosing chamber of superior quality 110 mm dia and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (11.3)

Providing and fixing digital water level monitoring system with all necessary accessories complete in all respect and as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (11 to 3)

LIS Lanjhta

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (2 to 2.7 )

Earth filling in 15 cm layers and consolidating each depositing layer by ramming and dewatering etc..Refer to General Specification Section-I (2 to 2.7 )

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

Providing and laying cement concrete 1:4:8 (1 cement: 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring& shuttering in foundation and plinth and curing complete with in all leads and lifts .Refer to General Specification Section-I (3 to 3.14 )

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

Providing and laying cement concrete 1:2:4 (1 cement: 2 sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring& shuttering in foundation and plinth and curing complete with in all leads and lifts .Refer to General Specification Section-I (3 to 3.14 )

Foundation footings bases of columns and the like & mass concrete.Refer to General Specification Section-I (3 to 3.14 )

Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresumers and cantilevers upto all floor two level woth in all leads and lifts .Refer to General Specification Section-I (3 to 3.14 )

Stone/boulder filling behind retaining wall/ under floor with in all leads and lifts.Refer to General Specification Section-I (2 to 2.7)

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

Foundation footing bases of columns and the like and mass concrete including plinth beams and columns up to plinth level.Refer to General Specification Section-I (3.6 to 3.14 )

Vertical surfaces such as walls ( any thickness) portions and the like including attached pilasters buttresses, plinth and string courses and the like in all leads and lifts.Refer to General Specification Section-I (3.6 to 3.14 )

Flat surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness. Refer to General Specification Section-I (3.6 to 3.14 )

Column Pillars posts and struts up to 4.00 metres Refer to General Specification Section-I (3.6 to 3.14 )

Beams cantilevers girders and lintels sides and soffits of beams. Refer to General Specification Section-I (3.6 to 3.14 )

Edges of slabs and breaks in floors and walls: Under 20 cm. wide.Refer to General Specification Section-I (3.6 to 3.14 )

Providing form work of ordinary timber planking, so as to give a rough 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 4meters and removal of the same for insitureinforced concrete and plain.(In Arches exceeding 6.00 mtr.span) Refer to General Specification Section-I (3.6 to 3.14 )

Beyond 4.00 mtr.height.Refer to General Specification Section-I (3.6 to 3.14 )

Providing mild steel / Tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level in all leads and lifts.Refer to General Specification Section-I (3 to 3.5 )

Providing and laying cement concrete 1:1.5:3 ( 1 cement: 1.5 sand:3 graded stone agg. 20mm nominal size) & 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)

Foundation footings bases of columns and the like & mass concrete.Refer to General Specification Section-I (3 to 3.14)

Wall (any thickness but not less than 0.10 metres thickness) attached pillasters, buttresses plinth & string courses etc. from top of foundation level up to floor two level.Refer to General Specification Section-I (3 to 3.14)

Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresumers and cantilevers upto all floor two level woth in all leads and lifts .Refer to General Specification Section-I (3 to 3.14)

Column Pillars posts and struts up to floor two level Refer to General Specification Section-I (3 to 3.14)

Floor two level to floor three level. Refer to General Specification Section-I (3 to 3.14)

Lintels, beams girders bressumers& cantilevers up to floor two level. Refer to General Specification Section-I (3 to 3.14)

floor two level to floor three level. 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)

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

Providing and laying 40 mm thick cement concrete flooring 1:2:4 (1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer and finished with a floating coat of neat cement with in all leads and lifts. Refer to General Specification Section-I (3 to 3.14)

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

Steel work welded in built up section, trusses and framed work including hoisting fixing in position and applying a priming coat of red lead paint in grating framed guard bars, ladders, railing bracket similar work. Refer to General Specification Section-I (4.1 to 4.3)

P/F pressed steel sheet door window frame manufactured from MS sheet of 1.25mm th. Refer to General Specification Section-I (3 to 3.5)

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts.

Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors, windows & clerestory windows including bright finished black enameled iron hinges with necessary screws.

20mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arries, internal rounded angles, chambers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6sand) Refer to General Specification Section-I (6.25 to 6.25.2)

Pointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED. Pointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED

Providing, laying ,jointing and testing in trenches galvanized mild steel tube fittings of light grade screwed and socketted complete with tube fittings such as bends,tees,air valves, etc. of following dia complete as per direction and to the entire satisfaction of Engineer-in charge. Refer to General Specification Section-III (1 to 1.9)

150 mm dia. Refer to General Specification Section-III (1 to 1.9)

25 mm dia. Refer to General Specification Section-III (1 to 1.9)

100 mm dia. Refer to General Specification Section-III (1 to 1.9)

250mm dia Refer to General Specification Section-III (1 to 1.9)

Providing and fixing double flanged cast iron sluice valve Leader/ BIR/ Kartar make of Class PN-1.00 including MS flanges confirming to IS 6392-1971 of Flange Table 5 and welding of MS flanges in requisite layers on both faces including carriage complete in all respect.Refer to General Specification Section-II (1 to 1.8)

100 mm di. Refer to General Specification Section-II (1 to 1.8)

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

Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts. 100 mm dia. Refer to General Specification Section-I (10)

Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 40x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm i/c cost of welding charges, carriage fixing and applying priming coat and locking arrangement complete in all respect as per entire satisfaction of engineer in charge.. Refer to General Specification Section-I (7)

Providing and installation of Half Bridge Clariflocculatior Equipment with End carriage track wheel of suitable capacity/rating motor drive, 2 number flocculators of suitable specifications including gear box, required number of paddles and motor attached to under water scrapper of suitable size and central bearing assembly etc with Flocculating agent as fine natural Gypsum powder inclusive of any other related accessories.Refer to General Specification Section-4 (1 to 3.1)

Finishing wall with water proofing cement paint of approved brand manufacturer 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 in all leads and lifts. Refer to General Specification Section-2 (20.10)

Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20 mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.Refer to General Specification Section-I (7.7.6)

Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.Refer to General Specification Section-I (7.7.6)

P/Fixing of below items required for OHSR complete.

Lightening Conductor. Refer to General Specification Section-I (7)

Water measurement gauge. Refer to General Specification Section-I (7)

Vent Pipe i/c CI cowl complete. Refer to General Specification Section-I (7)

Flanged bell mouth a/w puddle collars. Refer to General Specification Section-I (7)

Expansion joints. Refer to General Specification Section-I (7)

Soil testing report for Bearing capacity of soil. Refer to General Specification Section-I (7)

Structural Design/Drawing. Refer to General Specification Section-I (7)

Brick work using common burnt clay building bricks in super structure above ground level to ist floor level in cement mortar 1:6 (1 cement : 6 sand) of 2nd class bricks complete with in all leads and lifts. Refer to General Specification Section-I (6.2 to 6.3.2)

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil ,dirt , dust, grease and other foreign matter, sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. Refer to General Specification Section-I (6.29 to 6.29.2)

Painting two coats (excluding priming coat)on new wood and wood based surfaces with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust and other foreign matter sand papering and stopping with ready mixed paint other that white.Refer to General Specification Section-I (6.29 to 6.29.2)

6mm cement plaster to ceiling in cement mortar 1:3(1cement:3sand) in all leads and lifts.Refer to General Specification Section-I (6.25 to 6.25.2)

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

Providing and fixing MS fan clamp (Type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion complete in all respect.Refer to General Specification Section-I (4 TO 5)

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) with in all leads and lifts.Refer to General Specification Section-I (4 TO 5)

Providing and fixing anodized aluminium fittings of anodised transparent and shade with necessary screws etc. complete:- Refer to General Specification Section-I (6.1)

Sliding door bolt 250 x 16 mm Refer to General Specification Section-I (6.1)

Tower bolt 200 x 10 mm Refer to General Specification Section-I (6.1)

Tower bolt 150 x 10 mm Refer to General Specification Section-I (6.1)

Handle 125 mm. Refer to General Specification Section-I (6.1)

Providing and fixing MS round bars in windows and ventilators. Refer to General Specification Section-I (6.1)

Providing,laying,jointing and testing GMS Pipes jointed with every fifth joint flanged and remaining butt weld joint of below diamtr i/c the cost of bends ) complete as per IS:1239-1990 (Part-I) , as per dimensions, weights and test pressures mentioned below in a random length of 4 to 7 meters. The Butt welded joints & MS Flanges are to be provided on each joint as per table given below conforming to IS:6392 - 1971 and welding of flanges with electrodes as per relevant codes including required number & size of nuts and bolts as per relevant codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevant codes . The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be conformed to IS:5822-1994. (Earth work in trenches, Flanged joints & Butt weld joints to be measured and paid for separately ) Refer to General Specification Section-I (10.00)

i) GMS pipe (Medium Class) 150 mm dia. with wall thickness of 4.80,outer dia.of 166.50 mm,having wt. of pipe19.50 kg in Booster stage &Ist stage. Refer to General Specification Section-I (10.00)

Providing laying jointing and testing ( to be leveled to grade MSERW or flanged pipe of 250mm nominal diameter conforming to IS 1978-1982 ( latest upto date amendments) YST grade 210 heaving wall thickness as specified below suitable to with stand required hydroulic test pressure in rundem length 4 to 7 mtrs pipe leveled ends and jointed with flanges conforming to IS 6392 -1971 latest with upto date amendments and welding of flanges as per IS 816-1965 with electrode as per IS 814-1967 including required number of size of nuts and botls as per 1369-1967 and compressed asbestos fibre jointing gaskets not less than 3mm thickness as per IS 2712-1965 . The welding of flanges to be done on both faces in two leyrs to make one joint leakage and to the entire satisfaction of the Engineer in charge. The laying of pipe shall confrom to IS 5822-1994 as per CPHEEO manual. Refer to General Specification Section-I (10.00)

250mm dia. Refer to General Specification Section-I (10.00)

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). 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 gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of engineer in charge with in all leads and lifts.tion of Engineer-in-Charge. Refer to General Specification Section-II (7.4)

Booster stage.

GMS pipe (M.C.) 150 mm dia Table 5 Refer to General Specification Section-3 1 TO 1.9)

Ist Stage

GMS pipe (M.C.) 150 mm dia Table 17 Refer to General Specification Section-3 1 TO 1.9)

GMS pipe (M.C.) 150 mm dia Table 5. Refer to General Specification Section-3 1 TO 1.9)

Providing circumferential Butt welded joints by electrical arc welding to GMS/MSERW pipe, 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 electrodes conforming to IS:814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-1 (10)

GMS pipe (M.C.) 150 mm dia (Booster &Ist stage) Refer to General Specification Section-3 1 TO 1.9)

Providing and fixing double flanged Cast Iron sluice valve of Leader/ Kirloskar/ KSB make and 100 mm dia.for gravity main and capable of with standing following normal seat pressure conforming to BS:14846 or latest ammendments.100 mm dia Class PN 1.00 with flange Table 5 . Refer to General Specification Section-II (1 to 1.8)

Providing and fixing screwed type cast iron air valve of 25mmdia (single ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main. Refer to General Specification Section-II (1 to 1.8)

Providing and fixing double flanged Cast Iron Reflux valve of Leader/ Kirloskar/ KSB make and 150 mm dia.for suction and capable of with standing following normal seat pressure conforming to BS:14846 or latest ammendments.150 mm dia Class PN 1. 60 with flange Table 17. Refer to General Specification Section-II (1 to 1.8)

BOOSTER STAGE

Providing & Installation of submersible pumping set ( 2 sets of 10 HP or as per pump make/model ) of KSB/Kirloskar/ Calma/ Johnsion/ Oswal make comprising to latest relevant code. The pump should be fitted with bronze impellers of suitable alloys as per IS 8034-1976latest suitable for clear water having greased packed bearings and shaft with wound stator on motor side with soft protection sleev on pump side ensuring better life for shaft of steel grade EN-8 coupled to a submersible squirrel cage electric induction motor (water proof type of required HP,RPM 2900 of standard make such as Kirloskar/Crompton/ BHEL confirming to BIS 9238-1979 latest with up to 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 also should be fitted with a device to take up the expansion of water with heating of motor . The pump set should include water level gaurds, erection clamps, cable clips, depth gauge and all allied accessories required etc. and suitable for operation on data given below:- Refer to General Specification Section-I (16 to 17.4)

Source Seer Khad, Rising Main 150 mm dia Medium Class, Discharge 19.50 LPS, Head 18.56 Meter, Pumping Hours 8, Length of Rising Main 120 Rmt. Refer to General Specification Section-I (16 to 17.4)

IST STAGE

Providing & Installation of 1 set of 60 HP or as per pump make/ model, horiontal spindle horizontal split casing / end suctions (back pull out arrangement ) single /double/multistage centrifugal pump or combination of pump in series of Mather and Platt / KSB/Kirloskar/ Calma/ Johnsion/ Oswal make as per BIS 1520-1980 with up to date amendments, read with IS:9137-1978 or latest edition suitable for lifting clear water . The pump should be fitted with bronze impellers of suitable alloys, priming funnels , casing rings, shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on MS/ Cast steel base plate ( base plate to be provided from the manufacturers of the pumping unit only) to squirrel cage drip proof induction motor of standard make such as Kirloskar/Crompton/ BHEL confirming to BIS 9238-1979 latest with up to date amendments and suitable for operation on 400 (+/-) 10% volts, 50 cycles / second, three phase AC electric supply. The power of electric motor should be atleast 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. The pump set should include all allied accessories & suitable for operation on data given below:-Refer to General Specification Section-I (12 to 12.14)

Source Seer Khad, Rising Main 150 mm dia Medium Class, Discharge 19.50 LPS, Head 141.79 Meter, Pumping Hours 8, Length of Rising Main 2000 Rmt.

Providing, Laying, jointing& testing HDPE pipe of following diameter and class as per IS 4984-1995 grade PE-80 complete with Butt (Heat) fusion welding joint.( Earth work in trenches to be measured and paid for separately.Refer to General Specification Section-I (21.5)

75 mm PN 4.00. Refer to General Specification Section-I (21.5)

90 mm PN 4.00. Refer to General Specification Section-I (21.5)

110 mm PN 4.00. Refer to General Specification Section-I (21.5)

Providing and fixing hydrants with plate form complete in all respect and to the entire satisfaction of the Engineer-in-charge including following items. Refer to General Specification Section-I (11 to 11.3)

M.S Plate (50x5)mm,M.S Plate (65x65)mm ,Spindle, removable connecting rod,75mmdia HDPE QC bend, anti theft MS frame of (25x25x5)mm angle, tamper proof thimble chain lock 4 No and other fittings, allied accessories required as per the need of field outlet assembly, RCC pipe of 900mm Φ NP2.0= 12.50 Rmt and, RCC pipe of 350mm Φ NP2.0 =6.50 mtr. Refer to General Specification Section-2 (1 to 8.1)

BULKMETER

Providing, Jointing and fixing of Flow/bulkmeter woltmen type magnetic drive confirming to Class-B including flanges in all respect complete with all accessories and inclosing chamber of superior quality and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (11.3)

75mm dia Refer to General Specification Section-I (11.3)

90mm dia. Refer to General Specification Section-I (11.3)

110mm dia. Refer to General Specification Section-I (11.3)

Providing and fixing digital water level monitoring system with all necessary accessories complete in all respect and as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (11 to 3)

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