Rehabitation/Rejuvenation of various water supply schemes in Jal Shakti Sub Division Mandap in Tehsil Dharampur District Mandi HP under Jal Jeevan Mission

Amount

Construction of intake well cum pump house:- Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing and laying cement concrete work 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work in : Foundation & Plinth complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Brick Work using common Burnt Clay Building Class in Foundation & Plinth & in Supersturcture in 1:6 (1Cement :6 Sand) complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Foundation, footings basis of columns etc and mass concrete complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. .

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. .

Sides and soffits of beams, beam haunchings,cantilivers, bressumers andlintels not exceeding 1 meter in depth in all heights from floor complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. .

Flat surfaces such as soffits & suspended floors, roofs landing and the like complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing & Laying Concrete, for plain/reinforced Cement concrete in sub structure complete as per drawings and technical specifications Clause 800, 1205.04, & 1205.05 [Cement Concrete 1:1.5:3, 20mm complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Raft foundation

seicmic band

Columns pillars etc.

Suspended slabs

Providing and laying cement concrete 1:2:4 (1 cement: 2sand: 4graded crushed stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in stairs complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing & placing of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing wood work in frames of door, window, clerestory window and other frames wrought, framed & fixed in position in second cladd deodar wood complete in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing and fixing Panalled , glazed or panelled and glazed shutters for doors, windows and clerestorey windows I/c black enamelled iron but hin-ges with necessary screws 40mm thick using 2nd class deodar wood complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing 40 x 3 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm dia meters bolts and nuts and wooden plug and embending in cement concrete block 30 x 10 x 15 cm (1:3:6) (1: Cement, 3: Sand, 6: Grade stone agg. 20 mm nominal size) as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

Providing & fixing MS grills made of square bars of required pattern complete in all respects within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing & fixing oxidized MS handles with necessary screws etc. Complete within all leads and lifts as per direction and to the entire satisfaciton of Engineer-in-charge

Providing & fixing oxidized MS tower bolts with necessary screws etc. Complete within all leads and lifts as per direction and to the entire satisfaciton of Engineer-in-charge

Providing & fixing oxidized MS sliding door bolts with necessary screws etc. Complete within all leads and lifts as per direction and to the entire satisfaciton of Engineer-in-charge

6 mm cement plaster to ceiling in cement mortar 1:3(1 cement :3 sand) as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

20 mm thick cement plaster in single coat on rough side of brick /stone /concrete walls for interior plastering upto floor two level I/c arrises, internal rounded angles, chambers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6(1 cement :6 sand) complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing and fixing10mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over12mm thick cement mortar 1:3 (1 cement:3 sand) complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Applying priming coat over new steel of other metel surface after and including preparing the surface by throughly cleaing oil, grease, dirt & other foreign matter and scourd with wire brushes fine steel wool scrapers and sand paper as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

Painting two coats excluding priming coat on new steel and other metal surface with enamal paint to give an even shade i/c cleaining the surface of all dirt dust and other foreign matter with enamel paint other than white as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

White washing with lime on decorated wall surface two coats to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing and fixing MS Railing along cantilever slab around the dome complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Steel work welded in build up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift.

Providing of chain hoist (chain pully) of 5 MT capacity confirming to IS: 3832-1987 with grade 80 alloy steel lead chain testing to 25% overload with 3 mtr. Chain lift operated with in & down batrope on mat as per the specification/ISI marked complete in all respects with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in charge.

Prividing & fixing flood lights with all allied accessories fixed on 80mm dia, 6 mtr height above ground, M.S. pole fixed in ground by providing C.C. block in 1:2:4 complete in all respect as per the direction and to the entire satisfaction of the Engineer-in charge.

Provision for internal electrical wiring of pump house complete in all respect as per the direction and to the entire satisfaction of the Engineer-in charge.

RISING MAIN :-Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. (Refer Data Sheet No. 4)

Providing and laying cement concrete 1:2:4(1cement:2sand:4graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- Foundation and plinth

Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu -reinforced concrete and plain concrete work in :

Foundation and footings complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing laying, jointing and testing in trenches (to level or grade) of pipes jointed with 5% joint flanged & remaining butt weld joints of below diametre conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest upto date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. 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 pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing

Percolation well to Pump house(RD 0 to 800) GMSREW 200mm L210 (4.8mm) F.T - 5

P/H Kandapattan to Rakhera (RD 0 to 500) GMSERW 200 mm (4.8mm) L210 F.T - 23

P/H Kandapattan to Rakhera (RD 500 to 1600) GMSERW 200 mm 4.80 (L210) F.T - 17

P/H Kandapattan to Rakhera (RD 1600 to 2200) GMSERW 200 mm 4.80mm L210 F.T - 11

P/H Kandapattan to Rakhera (RD 2200 TO 2400) GMSERW 200 mm 4.80mm L210 F.T - 5

P/H Rakhera To Maloun (RD 0-350 m) GMSERW 200 mm .5.20 mm L 210 F.T -28

P/H Rakhera To Maloun (RD 350-720 m) GMSERW 200 mm,4.80mm (L 210) F.T -23

P/H Rakhera To Maloun (RD 720-900 m) GMSERW 200 mm (L 210) F.T -17

P/H Rakhera To Maloun (RD 900-1100 m) GMSERW 200 mm (L 210) F.T -17

P/H Maloun to Jharera (RD 0-510m) GMSERW 200 mm ,4.8 mm L 210 F.T -28

P/H Maloun to Jharera (RD510-1400 m) GMSERW 200 mm,4.80mm (L210) F.T -23

P/H Maloun to Jharera (RD 1400-1800 m) GMSERW 200 mm (L210) F.T -17

P/H Maloun to Jharera (RD 1800-2148 m) GMSERW 200 mm (L210) F.T -5

P/H Rakhera to Hawani (RD 0-300 m) GMSERW 125 mm (L290) F.T -34

P/H Rakhera to Hawani (RD 300-1210 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD 1210-1900 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD1900-2750 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD2750-3000 m) GMSERW 125 mm (L290) F.T -17

P/H Rakhera to Hawani (RD 3000-3469m) GMSERW 125 mm (L290) F.T -17

P/H Daryogli to Chanouta (RD0-150m) GMSERW80mm (L210) F.T 28

P/H Daryogli to Chanouta (RD150-600m) GMSERW 80mm (L210) F.T 17

P/H Daryogli to Chanouta (RD600-770m) GI 80mm (H/C) F.T 5

P/H Daryogli to Chanouta (RD770-1198m) GI 80mm (H/C) F.T 5

Draindu to Hawani MSERW L 210 80 mm ( RD 0-300m ) F.T 34 L210 A

Draindu to Hawani MSERW L 210 80 mm ( RD 300-800m ) F.T 28

Draindu to Hawani MSERW L 210 80 mm ( RD 800-1300m ) F.T 28

Draindu to Hawani MSERW L 210 80 mm ( RD 1300-1600 m ) F.T 28

Draindu to Hawani GI 80 mm ( RD 1600-1800m ) (H/C) FT 17

Draindu to Hawani GI 80 mm ( RD 1800-2018 m ) (H/C) FT 5

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 0-650 m ) (L210 or A) F.T28

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 650-1900m ) (L210 or A)F.T 28

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 1900-2900 m ) (L210)F.T 17

Janitri Mata to Kaflani MataMSERW 40 mm ( RD 2900-3880m )(L210) F.T 11

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end API pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes and butt welded joint to be measured and paid for separately). The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364 including cost of 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.

Percolation well to Pump house(RD 0 to 800) GMSREW 200mm L210 (4.8mm) F.T - 5

P/H Kandapattan to Rakhera (RD 0 to 500) GMSERW 200 mm (4.8mm) L210 F.T - 23

P/H Kandapattan to Rakhera (RD 500 to 1600) GMSERW 200 mm 4.80 (L210) F.T - 17

P/H Kandapattan to Rakhera (RD 1600 to 2200) GMSERW 200 mm 4.80mm L210 F.T - 11

P/H Kandapattan to Rakhera (RD 2200 TO 2400) GMSERW 200 mm 4.80mm L210 F.T - 5

P/H Rakhera To Maloun (RD 0-350 m) GMSERW 200 mm .5.20 mm L 210 F.T -28

P/H Rakhera To Maloun (RD 350-720 m) GMSERW 200 mm,4.80mm (L 210) F.T -23

P/H Rakhera To Maloun (RD 720-900 m) GMSERW 200 mm (L 210) F.T -17

P/H Rakhera To Maloun (RD 900-1100 m) GMSERW 200 mm (L 210) F.T -17

P/H Maloun to Jharera (RD 0-510m) GMSERW 200 mm ,4.8 mm L 210 F.T -28

P/H Maloun to Jharera (RD510-1400 m) GMSERW 200 mm,4.80mm (L210) F.T -23

P/H Maloun to Jharera (RD 1400-1800 m) GMSERW 200 mm (L210) F.T -17

P/H Maloun to Jharera (RD 1800-2148 m) GMSERW 200 mm (L210) F.T -5

P/H Rakhera to Hawani (RD 0-300 m) GMSERW 125 mm (L290) F.T -34

P/H Rakhera to Hawani (RD 300-1210 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD 1210-1900 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD1900-2750 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD2750-3000 m) GMSERW 125 mm (L290) F.T -17

P/H Rakhera to Hawani (RD 3000-3469m) GMSERW 125 mm (L290) F.T -17

P/H Daryogli to Chanouta (RD0-150m) GMSERW80mm (L 210) F.T 28

P/H Daryogli to Chanouta (RD150-600m) GMSERW 80mm (L210) F.T 17

P/H Daryogli to Chanouta (RD600-770m) GI 80mm (H/C) F.T 5

P/H Daryogli to Chanouta (RD770-1198m) GI 80mm (H/C) F.T 5

Draindu to Hawani MSERW L 210 80 mm ( RD 0-300m ) F.T 34 L210 A

Draindu to Hawani MSERW L 210 80 mm ( RD 300-800m ) F.T 28

Draindu to Hawani MSERW L 210 80 mm ( RD 800-1300m ) F.T 28

Draindu to Hawani MSERW L 210 80 mm ( RD 1300-1600 m ) F.T 28

Draindu to Hawani GI 80 mm ( RD 1600-1800m ) (H/C) FT 17

Draindu to Hawani GI 80 mm ( RD 1800-2018 m ) (H/C) FT 5

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 0-650 m ) (L210 or A) F.T28

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 650-1900m ) (L210 or A)F.T 28

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 1900-2900 m ) (L210)F.T 17

Janitri Mata to Kaflani MataMSERW 40 mm ( RD 2900-3880m ) (L210)F.T 11

Providing circumferential butt welded joints by electrical arc welding to MS 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.

Percolation well to Pump house(RD 0 to 800) GMSREW 200mm L210 (4.8mm) F.T - 5

P/H Kandapattan to Rakhera (RD 0 to 500) GMSERW 200 mm (4.8mm) L210 F.T - 23

P/H Kandapattan to Rakhera (RD 500 to 1600) GMSERW 200 mm 4.80 (L210) F.T - 17

P/H Kandapattan to Rakhera (RD 1600 to 2200) GMSERW 200 mm 4.80mm L210 F.T - 11

P/H Kandapattan to Rakhera (RD 2200 TO 2400) GMSERW 200 mm 4.80mm L210 F.T - 5

P/H Rakhera To Maloun (RD 0-350 m) GMSERW 200 mm .5.20 mm L 210 F.T -28

P/H Rakhera To Maloun (RD 350-720 m) GMSERW 200 mm,4.80mm (L 210) F.T -23

P/H Rakhera To Maloun (RD 720-900 m) GMSERW 200 mm (L 210) F.T -17

P/H Rakhera To Maloun (RD 900-1100 m) GMSERW 200 mm (L 210) F.T -17

P/H Maloun to Jharera (RD 0-510m) GMSERW 200 mm ,4.8 mm L 210 F.T -28

P/H Maloun to Jharera (RD510-1400 m) GMSERW 200 mm,4.80mm (L210) F.T -23

P/H Maloun to Jharera (RD 1400-1800 m) GMSERW 200 mm (L210) F.T -17

P/H Maloun to Jharera (RD 1800-2148 m) GMSERW 200 mm (L210) F.T -5

P/H Rakhera to Hawani (RD 0-300 m) GMSERW 125 mm (L290) F.T -34

P/H Rakhera to Hawani (RD 300-1210 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD 1210-1900 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD1900-2750 m) GMSERW 125 mm (L290) F.T -28

P/H Rakhera to Hawani (RD2750-3000 m) GMSERW 125 mm (L290) F.T -17

P/H Rakhera to Hawani (RD 3000-3469m) GMSERW 125 mm (L290) F.T -17

P/H Daryogli to Chanouta (RD0-150m) GI 80mm (L210) F.T 28

P/H Daryogli to Chanouta (RD150-600m) GI 80mm (L210) F.T 17

P/H Daryogli to Chanouta (RD600-770m) GI 80mm (H/C) F.T 5

P/H Daryogli to Chanouta (RD770-1198m) GI 80mm (H/C) F.T 5

Draindu to Hawani MSERW L 210 80 mm ( RD 0-300m ) F.T 34

Draindu to Hawani MSERW L 210 80 mm ( RD 300-800m ) F.T 28

Draindu to Hawani MSERW L 210 80 mm ( RD 800-1300m ) F.T 28

Draindu to Hawani MSERW L 210 80 mm ( RD 1300-1600 m ) F.T 28

Draindu to Hawani GI 80 mm ( RD 1600-1800m ) (H/C) FT 17

Draindu to Hawani GI 80 mm ( RD 1800-2018 m ) (H/C) FT 5

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 0-650 m ) (L210 or A) F.T28

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 650-1900m ) (L210 or A) F.T 28

Janitri Mata to Kaflani Mata MSERW 40 mm ( RD 1900-2900 m ) (L210)F.T 17

Janitri Mata to Kaflani MataMSERW 40 mm ( RD 2900-3880m ) (L210) F.T 11

Providing and fixing double flanged cast steel Reflux valve of following dia of Kirloskar / Leader or equivalent make to conforming to BS: 1868 including welding of flanges with upto date amendments including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

80mm dia FT 28, ASA-300

125mm dia FT 28, ASA-300

200mm dia FT 28, ASA-300

50 mm dia FT 28, ASA-300

Providing and fixing double flanged cast steel Sluice valve of following dia of Kirloskar / Leader or equivalent make to conforming to BS: 1414/API-600 including welding of flanges with upto date amendments including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

80mm dia FT 28, ASA-300

125mm dia FT 28, ASA-300

200mm dia FT 34, ASA-300

Provision of dismentalling of GMSERW Pipe of various dia

Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.

Laying, jointijng and testing in trenches of GMSERW bevelled edge flanged/Butt welded pipe conforming to IS/ISO:3183-2007, L210 or A of below mentioned grade in item as per dimensions, weight and test pressure mentioned there in code (mill tolerances to be restricted within 3%) in random lengths of 6 to 7 mtrs including the cost of fabrication of bends by butt welding from parent tube as required at site. Only 5% joints shall be flanged joint and remaining shall be butt welded joints and welding of pipe will be down as per IS:816-1969 with electrodes as per IS:814-1991 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipe should confirm to IS:5822-1994 (earth work in trenches, flanged joint and butt welded joints to be measured and paid for separatly) The pipes and specials shall have coating with galvanised as per BIS 4736, the galvanisation is done by the manufacturing firm itself in factory complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

200mm dia GMSERW pipe grade L210 or A having wall thickness 4.80mm

Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. ( Labour rate ).

Supply of submersible pumping set of KSB /Calama /SU/ Johnstion make comprising to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1976/ IS 5659 - 1970 latest suitable for Clear / 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 / 1450 of reputed make conforming to IS 9283-1979 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:- (Refer Data Sheet No. 5)

2 Sets (1 No. Working and 1 No. Standby), Head: 34.73 mtr, Discharge: 25.85 LPS

Providing horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements:(Refer Data Sheet No. 6)

Kandapattan to Rakhera 4 sets (2 No. Working nad 2 No. Standby), Head: 239.10 mtr, Discharge: 12.93 LPS

Rakhera to Maloun 4 sets (2 No. Working and 2 No. Standby), Head: 341.91 mtr, Discharge: 9.61 LPS

Maloun to Jharera 4 sets(2 No. Working and 2 No. Standby), Head: 375.82 mtr, Discharge: 9.61 LPS

Rakhera to Hawani 2 sets (1 No. Working and 1 No. Standby), Head: 451.07 mtr, Discharge: 7.33 LPS

Draindu to Hawani 2 sets (1 No. Working and 1 No. Standby), Head: 478.93 mtr, Discharge: 3.26 LPS

Daryogli to Chanouta 2 sets (1 No. Working and 1 No. Standby), Head: 211.64 mtr, Discharge: 4.84 LPS

Janitari To Kaflani 2 sets (1 No. Working and 1 No. Standby), Head: 283.43 mtr, Discharge: 1.25 LPS

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, including cost of site development required as per site condition,internal and external solar powered Street lighting, external landscaping, dewatering including P/F3/5 Tonne chain pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. (Rakhera) (Refer Data sheet No. 1 & 2).

Pump house at village Rakhera 1 No. 160.74 Sqm.

Small Pump houses at Janitri Mata 1 No. 55.08 Sqm.

Main Balancing Reservior and Sump/collection:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. (Refer Data sheet No. 3).

Construction of CWT/MBR -120 KL -GL (Vill Rakhera)

Construction of CWT/MBR -20 KL -GL (Vill Jangal Urna)

Repair of 5 Nos. existing pump houses.:-Providing and laying C.C 1:1½:3 M-25 for R.C.C. work Plain/reinforced Cement concrete in Sub Structure complete as per drawings and technical specifications Clause 800, 1205.4 & 1205.5m [a.] RCC grade M - 25, 1:1½:3, for height up to 5.00m nominal mix within all leads and lifts as per the direction and to the entire satisfaction of ther Engineer-in-Charge

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing anodised alluminium work (Jindle make) for doors , windows & ventilations complete within all leads and lifts as per the direction and to the entire satisfaction of ther Engineer-in-Charge

Providing and fixing anodised alluminium shutters for doors , windows & ventilations.within all leads and lifts as per the direction and to the entire satisfaction of ther Engineer-in-Charge

White washing with lime on decorated wall surface two coats to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing & fixing Flood Light in all accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge.

Provision for electrical and Sanitary works for five Nos. Pump Houses complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Fencing work around all the civil works such as intake structure (Percolation well), Pump Houses, MBRs, SRs Inspection Hut & quarters etc. one metre high fencing over brick masonery 1.30 mtr high ISA 50x50x5 mm post @ 1.50 mtr centre to centre including with nine horizontal lines and two diagonal of Galvanised mild steel barbed wire confirming to IS:278-1962-type-1, weighting 9.38kg/100mtr minimum strained and fixed to post with proper fastening arrangement. The ISA post shall shall be embeded 450 mm deep in C:C 1:2:4 with proper fastening arrangement protected with using suitable primer and anti corrosive paint level difference at different points shall be suitabily taken care so as to look asthetically good including cost of excavation foundation concrete , brick masonery , plastering and providing and fixing M.S. Gate of suitable size where required complete in all respect to the entire satisfaction of the Engineer-in-charge.The contractor shall provide 6 sets of approved drawing and design with one soft copy to the department. (As per details given in data sheet No. 10).

Site development for various civil works such as Percolation well pump houses,Main balancing reserviors,Service storage reservior,retaining walls,breast wall etc complete as directed by engineer in charge as per relevent data sheet and scope of work.

Cutting in earthwork in all kind of soil for site development of civil structures and disposal of excavated earth up to all leads and lifts as per direction to the entire satisfaction of Engineer-in-Charge.

Excavation in foundation and trenches in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain concrete. (a) vertical surfaces

Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) with 15% Plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually by 150mm to 300mm as per HPPWD specification as per direction and to the entire satisfaction of Engineer-in-Charge.

Approach Road :- Construction of Approach road to pump houses & i/c cutting in earth work in all kind of soils, subgrading to required camber and super elevation,soling,bearing coat, metalling, tarring and c/o cross drainage works and side drains, c/o retaing walls and breast walls complete in all respects to the entire satisfaction of the Engineer-in-charge. (Refer Data Sheet No, 7)

Provision for the rehabilitation and rejuvenation of Water treatment plants, existing gravity system which may be capable of providing present available quantity of water including interconnection of the existing gravity system with the proposed water supply system.

C/O Toilets in Pump Houses , 1 Brang 1st Stage, 2. Brang 2nd stage at Gallu, 3. Brang Chanouta 1st stage ,4. Chaneher Beri ,5. Daryogli , 6. Brang Chanouta 2nd Stage, 7. Putlifald, 8. Brahmfald , 9. Kandapattan Mandap 1st stage, 10. Kandapattan Mandap 2nd stage Rakhera, 11. Kandapattan Mandap 3rd stage Maloun, 12. Kandapattan Mandap 4th stage Banog Gallu, 13. Janitari Mata, 14.Reur Didnoo hawani at Draindu (Refer Data Sheet No. 11)

C/O Intake Chambers for Various water Supply schemes under Mandap Sub division i.e. 1. WSS Chowki = (1) Chowki source 2. WSS Bhadiyar = (1) Chowki Khad

C/O Intake Chambers with filter unit for Various water Supply schemes under Mandap Sub division i.e. 1. WSS Mandap = (1) Sundal source 2. WSS Chowki = (1) Urna Source 4. WSS Huen Gyun Daruman = (1) Daruman Source (2) Giun source 5. WSS Langehar = (1)Langehar I Source (2) Langehar II 6. WSS Huen Pehad = (1)Odi Source (2) Kumahrada I Source (3) Kumarhda II Source (4) Sihan Source 7. WSS Baroti = (1) Baroti Source (2) Lavanpur Source , (3) Rakhera Source, (4) Sapri Rakhera Source 8. WSS Darkoo Kathaily = 1. Didnoo Source 9. WSS Banerdi = 1. Banerdi source 10. WSS Ludhiyana = (1) Kothi source

Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prchibited in all leads and lif-ts including trimming and dewatering where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge in all leads and lilfts.

Providing , laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) with zink coating not less than 400 gms/sqm. After getting the design approved from competent authority, If there will be any change in the class and thickness of pipe, the cost of the same will be paid on pro-rata basis.( Earth work in trenches to be measured and paid separately )

25 mm dia

32 mm dia

40 mm dia

65 mm dia

Base line survey studies and data collection , source studies , topographic survey, hydraulic and structural design of all the components of water supply schemes including intakes,conveyence pipes, treatment plants, pump houses MBRs, SRs, pumping machinery rising mains including electrical and mechanical equipments complete in all respects as per the direction and to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawing and design with one soft copy to the department.(Refer Data Sheet No. 9)

GRAVITY MAIN:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing , laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) with zink coating not less than 400 gms/sqm. ( Earth work in trenches to be measured and paid separately )After getting the design approved from competent authority, If there will be any change in the class and thickness of pipe, the cost of the same will be paid on pro-rata basis.

50 mm dia (Medium class)

65 mm dia (Medium class)

Providing and fixing double flanged cast iron Sluice valve of following dia of Kirloskar/Leader make conforming to IS:14846 including campanion sheet gasket 3 mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal suitable seat pressure with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia PN-1.6 FT-5

65 mm dia PN-1.6 FT-5

Providing and fixing Gun Metal Peet valve of various dia. screwed type as per ISI.778-ISI. Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge.

Providing supplying and fixing of Air Valve of following dia complete in all respects as per the direction of Engineer-in Charge

50 mm dia

Disinfection System:- Supply, installation, commissioning and testing of Gaseous Chlorination Plant at MSB .Vacuum operated pressure feed gaseous chlorinator of Chloromax / Capco/ Capital makes for Chlorination of water by direct feeding to water main consisting of the following ;_ (the rates are inclusive of freight,insurance & clearance and other taxes/charges etc.) (Refer Data Sheet No. 8)

Chlorinator capable to deliver 0-1000 gm/hr of chlorine gas comprising of spring opposed inlet valve, rate valve, flow meter remote ejector assembly with built in check valve, vacuum tubing , vent tubing and injection assembly. (2 nos. 1W + 1SB)

Booster pump set Set of 2 No. :1W+ 1SB with electric motor of make CROMPTON/KIRLOSKAR/ABB operated on 400/440 volt, 3 phase 50hz electric supply to suit ejector assembly of chlorinator, mounted on common base frame . (1 Set)

Water piping from water main/UGR Set of 2 No. :1W+ 1SB to booster pump and delivery of water to elector through 20mm CPVC pipe complete with all fitting such as 20mm inlet gate valve, 20mm delivery valve, Y type strainer and solution delivery piping 20mm heavy duty PVC plumbing pipe sch 80 upto injection point before ejector assy/piping upto delivery mains. Total piping not exceeding 24 mtrs. (1 Lot)

Assessories/spares: Multi purpose cylinder Key-1 No. lead washers -6 Nos Ejector gasket-2 sets. Hose clips- 4 Nos. Ammonia Bottle – 50ml -1 No. (1 Lot)

Chlorine Cylinders:Chlorine gas Cylinder 100kg ., capacity as per BIS Duly certified by CCE Nagpur and filled with Chlorine gas (4 Nos.)

Supply of chlorine analyser to indicate chlorine content level in chlorinated water to supply (1 No.)

Supply of safety items covering chlorine leak emergency kit. (1 Lot.)

Installation and testing charges (1 No.)

Unipro Techno Infrastructure Pvt Ltd

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