Palwal Town Estimate for ...

Amount

Provision for making and restoration of the damaged water connecttion complete in all resspect

Supply and Fixing of Sluice Valve IVC/ Kirloskar make 400 mm i/d D.I. Pipe Line..

Supply and Fixing of Sluice Valve IVC/ Kirloskar make 500 mm i/d D.I. Pipe Line

Supply and Fixing of Sluice Valve IVC/ Kirloskar make 600 mm i/d D.I. Pipe Line

Providing under reamed cast in situ piles using controlled concrete grade M-35 designed Mix, Pile should be of 750 mm dia and 15 mtr deep including boring and getting out the soil and disposal upto lead of 100 mtr including cost of steel reinforcement, jointing the ties with main bars with welding and all TandP required including of designing, laying, testing and commissioning of bass plate and jacks for placement of truss bridge complete in all respect with proper design and drawings of under reamed piles.

Hiring of heavy duty crane for lifting of truss bridge of plae on various crossing including cost of labour, fuel TandP etc. complete in all respect taking working period 2 days deploying of 4 no. Heavy duty crane on both ends of bank including insurance of structure to be placed and work man executing the work of placing truss bridge in position as complete job. Upto span of 0 to 30 mtr.

Hiring of heavy duty crane for lifting of truss bridge of plae on various crossing including cost of labour, fuel TandP etc. complete in all respect taking working period 2 days deploying of 4 no. Heavy duty crane on both ends of bank including insurance of structure to be placed and work man executing the work of placing truss bridge in position as complete job. Upto span of 30 to 70 mtr.

Providing, fixing, testing and commissioning IVC make recoil non return type zero velocity valve having body in DI to IS 1865 grade 400/15 slant seat design, PN- 1.6 rating , flanges to be drilled as per IS 1538 complete in all respect to the satisfaction of Engineer - in - charge dia of 800 mm i/d

Cleaning of surface of M.S pipe (casing pipe and carrier pipe) inner surface and outer by sand blasting at site to make the surface ready for P.U. coating/High built epoxy paint/polythene tape system complete in all respects.

Coating of outer surface of casing pipe with P.U. coating to dry film thickness 1500 micron for protection against corrosion complete in all respects.

Coating of outer surface of water carrier pipe with polythene tape system for protection against corrosion complete in all respects.

Coating of inner surface of casing pipe with High built epoxy paint conforming the RDSO specification No. M and C/PCN/111/88 to a dry film thickness of 250 micron

Ground probe radar survey to check any under ground obstruction before finalizing the alignment.

Providing concrete block 1:11/2:3 on both ends to plug the annular space between casing and carrier pipe including coast of 5 mm thick M.S end plate complete in all respects. for 1636 mm o/d casing pipe.

Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 1004 mm o/d M.S pipe.

Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 1316 mm o/d M.S pipe.

Providing, insertion, jointing, testing and commissioning of M.S 1st Casing pipe of 1204 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 1204 mm, 16 mm thick and outer dia of M.S Casing pipe is 1316 mm (1204 plus 32 plus 30 plus 50 = 1316 mm)

Providing, insertion, jointing, testing and commissioning of M.S 2nd Casing pipe of 1516 mm internal diameter M.S pipe 20 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 1516 mm, 20 mm thick and outer dia of M.S Casing pipe is 1636 mm (1516 plus 40 plus 30 plus 50 = 1636 mm)

Providing concrete block 1:11/2:3 on both ends to plug the annular space between casing and carrier pipe including coast of 5 mm thick M.S end plate complete in all respects. for 1036 mm o/d casing pipe

*Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 716 mm o/d M.S pipe.

*Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 404 mm o/d M.S pipe.

*Boring/excavation including making thrust pit and receiving pit to the precise dimensions for the launch of the specialized Auger boring machine in normal soil condition but not in Rock/Boulders/any underground utility like foundation, water supply line coming in alignment or other underground obstruction under Delhi - Agra Railway Line suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 1636 mm outer dia M.S pipe 20 mm thick Casing pipe.

Supplying, Laying, jointing testing and commissioning of water supply pipe of 300 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision thick including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 300 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect

Supplying, Laying, jointing testing and commissioning of water supply pipe of 250 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision thick including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 250 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect

Supplying, Laying, jointing testing and commissioning of water supply pipe of 150 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision thick including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 150 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect

Crossing of Road/Drain through horizontal boring by bocky complete in all respect for 100 MM i/d to 250 MM i/d DI Pipe Line.

Providing, insertion, jointing, testing and commissioning of M.S Casing pipe of 804 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 804 mm, 16 mm thick and outer dia of M.S Casing pipe is 916 mm (804 plus 32 plus 30 plus 50 = 916 mm )

Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 604 mm o/d M.S pipe.

Providing concrete block 1:11/2:3 on both ends to plug the annular space between casing and carrier pipe including coast of 5 mm thick M.S end plate complete in all respects. for 916 mm o/d casing pipe

Providing concrete block 1:11/2:3 on both ends to plug the annular space between casing and carrier pipe including coast of 5 mm thick M.S end plate complete in all respects. for 666 mm o/d casing pipe

Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 354 mm o/d M.S pipe.

Providing, insertion, jointing, testing and commissioning of water supply pipe of 250 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 250 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 250 mm and outer dia of water carrier M.S pipe is 354 mm (250 plus 24 plus 30 plus 50 = 354 mm )

Providing concrete block 1:11/2:3 on both ends to plug the annular space between casing and carrier pipe including coast of 5 mm thick M.S end plate complete in all respects. for 616 mm o/d casing pipe

Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 304 mm o/d M.S pipe.

Providing, insertion, jointing, testing and commissioning of M.S Casing pipe of 504 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 504 mm, 16 mm thick and outer dia of M.S Casing pipe is 616 mm (504 plus 32 plus 30 plus 50 = 616 mm )

Providing, insertion, jointing, testing and commissioning of M.S Casing pipe of 704 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 704 mm, 16 mm thick and outer dia of M.S Casing pipe is 816 mm (704 plus 32 plus 30 plus 50 = 816 mm )

Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 504 mm o/d M.S pipe.

Providing concrete block 1:11/2:3 on both ends to plug the annular space between casing and carrier pipe including coast of 5 mm thick M.S end plate complete in all respects. for 816 mm o/d casing pipe

Providing concrete block 1:11/2:3 on both ends to plug the annular space between casing and carrier pipe including coast of 5 mm thick M.S end plate complete in all respects. for 1116 mm o/d casing pipe

Providing and Fixing H.D.P.E. spacer at a distance of 2 m apart to avoid contact of casing pipe and carrier pipe complete in all respects. for 804 mm o/d M.S pipe

Providing, insertion, jointing, testing and commissioning of M.S Casing pipe of 1004 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 1004 mm, 16 mm thick and outer dia of M.S Casing pipe is 1116 mm (1004 plus 32 plus 30 plus 50 = 1116 mm )

Providing and fixing M.S chequered plates 5 mm thick complete including cost of cutting and welding on steel truss bridge including of painting 2 coats of shalpoxy CTC (L.B) type coalar epoxy to protect structure complete in all respect.

Supply and painting 2 coats of shalpoxy CTC (LB) type coaltar epoxy to protect steel structure complete of the enter satisfaction of the engineer - in charge..

Cost of Chamber for Sluice Valve/Air Valve and Zero velocity Valve As per details attached.

Providing, insertion, jointing, testing and commissioning of water supply pipe of 900 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 900 mm i/d DI pipe with specials complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 900 mm and outer dia of water carrier M.S pipe is 1004 mm (900 plus 24 plus 30 plus 50 = 1004 mm ).

Boring/excavation including making thrust pit and receiving pit to the precise dimensions for the launch of the specialized Auger boring machine in normal soil condition but not in Rock/Boulders/any underground utility like foundation, water supply line coming in alignment or other underground obstruction under Delhi - Agra Railway Line suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 1036 mm outer dia M.S pipe 20 mm thick Casing pipe..

Providing, insertion, jointing, testing and commissioning of M.S 2nd Casing pipe of 916 mm internal diameter M.S pipe 20 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 916 mm, 20 mm thick and outer dia of M.S Casing pipe is 1036 mm (916 plus 40 plus 30 plus 50 = 1036 mm).

Providing, insertion, jointing, testing and commissioning of M.S 1st Casing pipe of 604 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 604 mm, 16 mm thick and outer dia of M.S Casing pipe is 716 mm (604 plus 32 plus 30 plus 50 = 716 mm).

Providing, insertion, jointing, testing and commissioning of water supply pipe of 300 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 300 mm i/d DI pipe with specials complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 300 mm and outer dia of water carrier M.S pipe is 404 mm (300 plus 24 plus 30 plus 50 = 404 mm ).

Providing under reamed cast in situ piles using controlled concrete grade M-30 designed Mix, Pile should be of 500 mm dia and 15 mtr deep including boring and getting out the soil and disposal upto lead of 100 mtr including cost of steel reinforcement, jointing the ties with main bars with welding and all T and P required including of designing, laying, testing and commissioning of bass plate and jacks for placement of truss bridge complete in all respect with proper design and drawings of under reamed piles..

Supplying, Laying, jointing testing and commissioning of water supply pipe of 500 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision thick including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 500 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect.

Supplying, Laying, jointing testing and commissioning of water supply pipe of 800 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision thick including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 800 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect.

Providing, insertion, jointing, testing and commissioning of M.S Casing pipe of 804 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 804 mm, 16 mm thick and outer dia of M.S Casing pipe is 916 mm (804 plus 32 plus 30 plus 50 = 916 mm ).

Boring/excavation including making thrust pit and receiving pit to the precise dimensions for the launch of the specialized Auger boring machine in normal soil condition but not in Rock/Boulders/any underground utility like foundation, water supply line coming in alignment or other underground obstruction under Palwal Aligarh Highway suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 916 mm outer dia M.S pipe 16 mm thick Casing pipe..

Providing, insertion, jointing, testing and commissioning of M.S Casing pipe of 554 mm internal diameter M.S pipe 16 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 with proper design and drawing complete in all respect. i.e. Inner dia of M.S Casing pipe is 554 mm, 16 mm thick and outer dia of M.S Casing pipe is 666 mm (554 plus 32 plus 30 plus 50 = 666 mm ).

Boring/excavation including making thrust pit and receiving pit to the precise dimensions for the launch of the specialized Auger boring machine in normal soil condition but not in Rock/Boulders/any underground utility like foundation, water supply line coming in alignment or other underground obstruction under Palwal Highway Crossing suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 666 mm outer dia M.S pipe 16 mm thick Casing pipe..

Boring/excavation including making thrust pit and receiving pit to the precise dimensions for the launch of the specialized Auger boring machine in normal soil condition but not in Rock/Boulders/any underground utility like foundation, water supply line coming in alignment or other underground obstruction under Palwal Highway Crossing suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 616 mm outer dia M.S pipe 16 mm thick Casing pipe..

Providing, insertion, jointing, testing and commissioning of water supply pipe of 200 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 200 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 200 mm and outer dia of water carrier M.S pipe is 304 mm (200 plus 24 plus 30 plus 50 = 304 mm ).

Boring/excavation including making thrust pit and receiving pit to the precise dimensions for the launch of the specialized Auger boring machine in normal soil condition but not in Rock/Boulders/any underground utility like foundation, water supply line coming in alignment or other underground obstruction under Palwal Highway Crossing suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 816 mm outer dia M.S pipe 16 mm thick Casing pipe...

Providing, insertion, jointing, testing and commissioning of water supply pipe of 400 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 400 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 400 mm and outer dia of water carrier M.S pipe is 504 mm (400 plus 24 plus 30 plus 50 = 504 mm ).

Boring/excavation including making thrust pit and receiving pit to the precise dimensions for the launch of the specialized Auger boring machine in normal soil condition but not in Rock/Boulders/any underground utility like foundation, water supply line coming in alignment or other underground obstruction under Palwal Highway Crossing suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 1116 mm outer dia M.S pipe 16 mm thick Casing pipe..

Providing, insertion, jointing, testing and commissioning of water supply pipe of 700 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 700 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 700 mm and outer dia of water carrier M.S pipe is 804 mm (700 plus 24 plus 30 plus 50 = 804 mm ).

Providing, insertion, jointing, testing and commissioning of water supply pipe of 500 mm internal diameter M.S pipe 12 mm thick (Fe-330 grade) fabricated as per IS 3589 of 1991, from steel plate conforming to IS 2062 , including inner lining by concrete mortar of 15 mm thick and Outer lining by concrete mortar of 25 mm thick which shall be prepared from aggregate / sand and cement mixed ratio 2:1 by weight with minimum cement content of 450 kg/m³ heaving strength of 25 N mm² of her 20 days complete as per IS 1916-1989 with latest revision, providing roller arrangement for smooth insertion, including cutting , jointing, radiography welding as per IS 1182 hydraulic complete work of MS pipe upto jointing with existing 500 mm i/d DI pipe complete in all respect including of good grade epoxy paint on inner side of water carrier pipe including of cartage upto site of work complete in all respect including of placing of thurst block at every corners, bends and at jointing of M.S Pipe with DI Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 500 mm and outer dia of water carrier M.S pipe is 604 mm (500 plus 24 plus 30 plus 50 = 604 mm )..

Supply, Installation, testing, Commissioning with one year warranty of Hydrostatic Depth Sensor (for determining water level in Ranneywells and UGT`s ) Measuring range -As per requirement Pump End, Output-4 to 20 mA

Design, Construction, Erection and Commissioning of Ranney wells (Radial collector wells of 10 MLD capacity each), with minimum 1000 mtr pushing pipe in 4 layers and minimum depth of sinking well is 30 mtr, including all Civil works, electrical works(Cubical type LT/HT Panels, all types of cablings with cable tray, Chemical Earthings of all machineries as per design, CP Plus CCTV cameras 10 no. on each Ranneywell, Inverter Battery set on each Ranneywell, Electromagnetic Flowmeters on each Ranneywells as per design etc.), mechanical works (M.S Header with all necessary fittings, Gantry as per design), all types earth fillings, SCADA and Automation, along with independent HT Feeder, Boundary wall, Approach paths from Revenue pakka rasta to all connecting Ranneywells , Internal roads (500 mtr X 3.65 mtr on each RANNEYWELL), 1 no. High mast street lights ( 12.5 mtr long pole with 8 no. Luminous lights arrangement on each pole) on each RANNEYWELL with proper foundation, Check post with Iron Gate, 1 no. Staff quarter (440 sqft) on each RANNEYWELL, Guard room (3 mtr X 3 mtr on each RANNEYWELL), Field office (4 mtr X 4 mtr with attach WC on each RANNEYWELL), HT room , DG set as per design with DG Room, Transformer as per design with platform , Horticulture and land scaping (3600 sqm on each RANNEYWELL) , 40HP VT Pumps (3W plus 1S) on each RANNEYWELL, VFD Panels as per design and including purchase of land 1.25 acre per Ranneywell for construction and approach path from Revenue pakka rasta to Ranneywell and approach path Ranneywell to other Ranneywells at village Thanthri and adjoining villages and including providing, testing and commissioning of DI Rising main (DI Pipe provided by PHED Department) of suitable size to carry Ranneywell water upto the proposed Main Boosting Station near Village Thanthri for Palwal Town. Scope to be covered :- 1. Internal roads of ranneywells should be made up of suitable mix design (CC) with kerb stones on both sides with proper filling and compaction. 2. Boundary Wall should be designed with proper foundation, Footing Beam, Plinth Beam , minimum centre to centre distance b/w columns is 3 mtr, minimum height of Boundary wall is 3 mtr above plinth level with proper toping , M.S angle (40x40x6 mm) and Concertina wire (600 mm dia) . 3. CP Plus CCTV HD coloured night vision cameras 10 no. includes 43’’ inch HD Display , power backup and 1 No. 360 degree Dome camera with 11 mtr. Pole fitting with proper foundation with HD night vision. 4. Gantry machine should be mechanically operated with proper design. 5. Flooring of staff quarter and guard room should be done with ceramic floor tiles with modern insanitary fittings. 6. Flooring of Field office should be done with Granite marble with complete office furniture with modern insanitary fittings. 7. Flooring of Ranneywells ,HT room and DG room done with kota stone. 8. Transformer platform should be covered with transformer Stainless steel grills minimum height of 1.5 mtr. 9. Horticulture and land scaping includes Hedge along with kerb stones on both sides , ground covered with Mexican grass turf and Bottle palm (height 150 cm) along with boundary wall at a distance of 3 mtr. With combination of Ashoka and Ficus. 10. Ranneywell Dome should be designed and constructed in proper mix design. 11. Plinth protection of all civil structures should be done with proper toe wall and minimum width of toping is 0.9 mtr. 12. Wall fans on each and every VT pumps should be fixed and ranneywell design should also include casement windows with exhaust fans. 13. Inspection Platform inside the well should be covered with Stainless steel railings , Stainless steel ladder and 8 No. Havells 200 W flood lights. 14. All sides of H.T room, D.G room , staff quarter and Field office covered with Terracotta Tiles. 15. Electromagnetic flow meters should be fixed at both ends (Outlet of Ranneywells and Inlet of MBS). 16. Top of Plinth of all structures should be above HFL of particular area..

Field Instrumentation Panel comprising of ITU C Gateway with RS485/Modbus as well as diarrete Al to interface with remote location instruments like Field Flowmeter, Chlorine Analyzer and/or Pressure Transmitter etc. Power Supply based on solar panel of adequate capacity and rechargeable batteries with 24VDC output meant for smooth permanent operation of instruments connected to be provided. This panel will contain RTU-cum-Gateway and will be wired for full functionality as desired..

SIM Card for one year operation of all the instrument above as required data minimum 5GB/Day.

Supply, Installation, Testing, Commissioning with five year warranty of Butterfly valve with Electrical Actuator Body Material - CI/DI Pressure Rating PN-16 Feedback-100% Open and 100% Close of Dia. 200 mm i/d.

Supply, Installation, Testing, Commissioning with five year warranty of Butterfly valve with Electrical Actuator Body Material - CI/DI Pressure Rating PN-16 Feedback-100% Open and 100% Close of Dia. 250 mm i/d.

Supply, Installation, Testing, Commissioning with five year warranty of Butterfly valve with Electrical Actuator Body Material - CI/DI Pressure Rating PN-16 Feedback-100% Open and 100% Close of Dia. 300 mm i/d.

Supply, Installation, Testing, Commissioning with five year warranty of Butterfly valve with Electrical Actuator Body Material - CI/DI Pressure Rating PN-16 Feedback-100% Open and 100% Close of Dia. 400 mm i/d.

Supply, Installation, Testing, Commissioning with five year warranty of Butterfly valve with Electrical Actuator Body Material - CI/DI Pressure Rating PN-16 Feedback-100% Open and 100% Close of Dia. 500 mm i/d.

Supply, Installation, Testing, Commissioning with five year warranty of Butterfly valve with Electrical Actuator Body Material - CI/DI Pressure Rating PN-16 Feedback-100% Open and 100% Close of Dia. 600 mm i/d.

Supply, Installation, Testing, Commissioning with five year warranty of Butterfly valve with Electrical Actuator Body Material - CI/DI Pressure Rating PN-16 Feedback-100% Open and 100% Close of Dia. 1000 mm i/d.

Voltage Monitering Relay : The Voltage Monitoring Relay or VMR Shall be provided in each Automation panel for the monitoring of voltage levels within an electrical system, ensuring that the equipment and machinery are safeguarded against potential volatge surges. The VMR shall have the following features: › Protects against Phase loss, Phase reversal and PhasePhase unbalance and Under / Over voltage faults › Can be configured for 3 phase 3-wire or 3 Phase 4 wire system › Adjustable ON delay and Trip time delay › LED indications for power ON, UV, OV and phase faults › DIN rail and base mountable › Voltage sensing principle Time delay: Power ON Delay (0 to 999 sec), OFF Delay (0.1to 999 sec) and ON Delay (0.5 to 999 sec) adjustable as per site requirement Asymmetry: Voltage 5 to 99 VAC (Default 60 V) Percentage 2 to 50% (Default 10%) Voltage and Contact Arrangement: 145-500 VAC ( Line Voltage), 2C/O

Radar and Water Level Transmitter: Supply, Installation, testing, Commissioning with five year maintenance of Radar and Water Level Transmitter alongwith according to water level in UGTS/ OHSR Ingress Protection – IP 66, Measuring range – Up to 20 M, Process temp.- -40 to 60 deg. C, Full PVDF Body, with Bluethoot connectivity for Radar Level Programming and Trouble shooting, the mobile app shall be free of cost available on Andriod and IOS Plateform – For a long sensor lifetime. **Unit Rate given, actual quantity to be ascertained while placing order.

Online Residual Chlorine Sensor : Supply, Installation, Testing, Commissioning with five year maintenance of Online Chlorine Sensor. Measuring principle shall be Amperiometric type. Sensor to be installed in flow Assembly. Transmitter of Analyser along with sensor and flow assmebly to be mounted in Field mounted panel with necessay protection along with accessories to install the sensor in pipe.

Supply, Installation, testing, Commissioning with one year warranty of Pressure Transmitter to be installed at tail end along with its installation complete in all respect as per specifications. Measuring range – 10 kg/cm2,Output – 4 to 20 mA HART Protocol with local Display,Sensor MOC: SS316,Transmitter Hosuing: Die Cast Alumium with Complete with Bluethoot connectivity for Radar Level Programming and Trouble shooting, the mobile app shall be free of cost available on Andriod and IOS Plateform Local Panel (IP64) Comprising of storage battery, Power Supply RTU-cum-Gateway.

Cloud based software comprising of Middleware, Database and Front-end web interface along with Mobile application through suitable Dashboards, Aggregation screens and GIS assisted drill-down from macro to micro to be provided. Application data hosting and maintenance for Five years included in scope. Cloud servicesof Ministry of Electronics and Information Technology (Meity). Government of India empaneled cloud service providers shall be taken like Microsoft, Amazon, Google, BSNL etc. Cloud service provider must adhere the security standards and guidelines issued by Meity from time-to-time As the data belongs to the State Government of Haryana, therefore the application and data hosted on Cloud must be kept and stored in data centres located in India only. Any change in application requirement or infrastructure shall be borne by the Implementation agency.Implementation agency shall carry out the Application Security Audit from a Certified Auditor (CA). Application and data shall be kept confidential and only the authorized users shall have the access to it. Implementation Agency shall be responsible for any data theft or data leakages:

Operation and maintenance for the complete scope of work mention in the DNIT for a period of 12 months during defect liability period after 3 months successful trial run period (will be charged to the A/Mtc. Estimate).

Operation and Maintenance during 1st year after defect liability period.

Operation and Maintenance during 2nd year after defect liability period.

Operation and Maintenance during 3rd year after defect liability period.

Operation and Maintenance during 4th year after defect liability period.

Operation and Maintenance during 5th year after defect liability period.

Bidder Name

Amount

ADVANCED INFRATECH PVT. LTD. (GSTN-06AAHCA6437B1Z0) BID ID -1294869

M/s KNK Projects Pvt Ltd (Formerly Known as M/s Kedar Nath Khandelwal) (GSTN-NA) BID ID -1295242

M/s KNK Projects Pvt Ltd (Formerly Known as M/s Kedar Nath Khandelwal) (BID ID -1295242)

M/s KNK Projects Pvt Ltd (Formerly Known as M/s Kedar Nath Khandelwal) (BID ID -1295242)