Palwal Town Estimate for ...

Amount

Designing, supplying, laying, jointing, testing and commissioning of PCCP ( Pre-stressed concrete cylinder pipe) pipeline of pressure (10kg/cm2) of internal dia of 1000 mm along with all fittings and specials, excavation and back filling of excavated earth work and minimum with 1 m cover of PCCP pipe i.e. that trenches depth upto 2.5 m complete in all respect, including of specials (Bend, Tee etc.) will be Supplying, Laying, jointing testing and commissioning of water supply pipe 1000 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 food grade exopy paint and Outer lining by bitumen coating 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 1000 mmi/d PCCP pipe complete in all respect including of placing of thurst block at every corners, bends, Tee etc. with proper design and drawing complete in all respect

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.

Supply and placing in position coarse Yamuna sand to be filled under road cuts. etc to the satisfaction of the Engineer - in charge.

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

Providing, insertion, jointing, testing and commissioning of M.S Casing pipe of 1304 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 1304 mm, 16 mm thick and outer dia of M.S Casing pipe is 1416 mm (1304 plus 32 plus 30 plus 50 = 1416 mm )

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

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 1104 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 1416 mm o/d casing pipe.

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

Supply, fixing, testing and Commissioning IVC make DI double flanged sluice valves PN -1.6 marked with IS 14846 including nuts and bolts marked with IS 1363 Rubber sheet marked IS 638 etc. carriage, loading, unloading stacking, handling, Re- handling etc. complete in all respect to the satisfaction of Engineer -in- charge of dia 1000 mm i/d

Supply, fixing, testing and commissioning M.S D/F pipe for scouring arrangement including all related accessories complete in all respect to the satisfaction of Engineer -in-charge of dia 250 mm i/d.

Supplying, Laying, jointing testing and commissioning of M.S gap pieces of water supply pipe of 1000 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 1000 mm i/d PCCP 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 PCCP Pipe with proper design and drawing complete in all respect.

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.

Supplying, Laying, jointing testing and commissioning of water supply pipe of 1000 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 1000 mm i/d PCCP 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 PCCP Pipe with proper design and drawing 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..

Providing, insertion, jointing, testing and commissioning of water supply pipe of 1000 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 1000 mm i/d PCCP 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 PCCP Pipe with proper design and drawing complete in all respect. i.e. Inner dia of water carrier M.S pipe is 1000 mm and outer dia of water carrier M.S pipe is 1104 mm (1000 plus 24 plus 30 plus 50 = 1104 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 KGP Express way suitable for M.S Casing pipe of the following sizes including caution and sign board complete in all respects. Boring for 1416 mm outer dia M.S pipe 16 mm thick Casing pipe..

Design, Construction, Erection and Commissioning of 1 no. Main Boosting Station with capacity of 13000KL 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, 18 no CP Plus CCTV cameras, Inverter Battery set, Electromagnetic Flowmeter 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 Main Boosting Station , Internal roads (600 mtr X 3.65 mtr ), 1 no. High mast street lights ( 12.5 mtr long pole with 8 no. Luminous lights arrangement on each pole) with proper foundation, Check post with Iron Gate, 2 no. Staff quarter (440 sqft each), Field office (4 mtr X 4 mtr with attach WC), Guard room (3 mtr X 3 mtr), HT room , 1 no. DG sets as per design with DG Room, Transformer as per design with platform , 1 no. Pump Chamber (10 mtr X 30 mtr), Horticulture and land scaping (6000 sqm) ,Plinth protection of all civil structure, 4 no. 351 lps with 40 MTR Head with 350HP Pumps (2W plus 2S) , VFD Panels, Inlet and outlet M.S pipe with necessary fittings as per design, sump pumps , Dewatering pumps , Vaccum pumps , 2 no. Rain water Harvesting systems as per design, fire fighting arrangements as per design and including purchase of land 4 acre at village Thanthri on the bank of main Govt. road for Palwal Town. Scope to be covered :- 1. Approach paths from Revenue pakka rasta to MBS and approach paths including internal roads of MBS 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 18 no. includes 55’’ inch HD Display , power backup and 2 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 and modern insanitary, electrical fittings. 6. Flooring of Field office should be done with Granite marble with complete office furniture and modern insanitary and electrical fittings. 7. Flooring of Pump chamber (Deep portion also) ,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. Providing and fixing of vitrified wall tiles inside pump chamber on all sides from floor level upto the casement windows. 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 Horizontal split casing pumps should be fixed and Pump chamber design should also include casement windows on both sides (front and back side) with exhaust fans. 13. All sides of Pump Chamber (Porch front also), H.T room, D.G room , staff quarter and Field office covered with Terracotta Tiles. 14. Approach platform, Walkway platform and Panel platform sideways covered by Stainless steel Railings. 15. 20 No. LED tube lights (40W) inside and outside pump chamber, 4 No. HT room, 4 No. DG room and 4 No. Field office for proper lightning arrangements inside campus. 16. Epoxy food grade coated should be done inside UGT , Inlet sump and Outlet sump. 17. Provision for Inlet sump and outlet sump should be taken while designing of UGT. 18. Provision for stainless steel ladder should be taken in both sumps and UGT. 19. Electromagnetic flow meters should be fixed at both ends (Outlet of MBS and Inlet of MBS). 20. Top of Plinth of all structures should be above HFL of particular area..

Design, Construction, Erection and Commissioning of 1 no. Main Boosting Station with capacity of 13000KL 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, 18 no CP Plus CCTV cameras, Inverter Battery set, Electromagnetic Flowmeter 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 Main Boosting Station , Internal roads (600 mtr X 3.65 mtr ), 1 no. High mast street lights ( 12.5 mtr long pole with 8 no. Luminous lights arrangement on each pole) with proper foundation, Check post with Iron Gate, 2 no. Staff quarter (440 sqft each), Field office (4 mtr X 4 mtr with attach WC), Guard room (3 mtr X 3 mtr), HT room , 1 no. DG sets as per design with DG Rooms, Transformer as per design with platform , 1 no. Pump Chamber (10 mtr X 30 mtr), Horticulture and land scaping (6000 sqm) , 4 no. 351 lps with 110 MTR Head with 738 HP Pumps (2W plus 2S) , VFD Panels, Inlet and outlet M.S pipe with necessary fittings as per design, sump pumps , Dewatering pumps , Vaccum pumps , 2 no. Rain water Harvesting systems as per design, fire fighting arrangements as per design at village Kithwari for Palwal Town. Scope to be covered :- 1. Approach paths from Revenue pakka rasta to MBS and approach paths including internal roads of MBS 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 18 no. includes 55’’ inch HD Display , power backup and 2 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 and modern insanitary, electrical fittings. 6. Flooring of Field office should be done with Granite marble with complete office furniture and modern insanitary and electrical fittings. 7. Flooring of Pump chamber (Deep portion also) ,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. Providing and fixing of vitrified wall tiles inside pump chamber on all sides from floor level upto the casement windows. 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 Horizontal split casing pumps should be fixed and Pump chamber design should also include casement windows on both sides (front and back side) with exhaust fans. 13. All sides of Pump Chamber (Porch front also), H.T room, D.G room , staff quarter and Field office covered with Terracotta Tiles. 14. Approach platform, Walkway platform and Panel platform sideways covered by Stainless steel Railings. 15. 20 No. LED tube lights (40W) inside and outside pump chamber, 4 No. HT room, 4 No. DG room and 4 No. Field office for proper lightning arrangements inside campus. 16. Epoxy food grade coated should be done inside UGT , Inlet sump and Outlet sump. 17. Provision for Inlet sump and outlet sump should be taken while designing of UGT. 18. Provision for stainless steel ladder should be taken in both sumps and UGT. 19. Electromagnetic flow meters should be fixed at both ends (Outlet of MBS and Inlet of MBS). 20. Top of Plinth of all structures should be above HFL of particular area..

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..

Operation and maintenance for the complete scope of work mentioned 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.

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

Bidder Name

Amount

ADVANCED INFRATECH PVT. LTD. (GSTN-06AAHCA6437B1Z0) BID ID -1292097

M/s KNK Projects Pvt Ltd (Formerly Known as M/s Kedar Nath Khandelwal) (GSTN-NA) BID ID -1292012

ADVANCED INFRATECH PVT. LTD. (BID ID -1292097)

ADVANCED INFRATECH PVT. LTD. (BID ID -1292097)