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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹210 CrAccepted-AOC C 585 BASEMENT DEFENCE COLONY NEW DELHI 110024 | NEW DELHI | NEW DELHI | DELHI | 110024 | L1 | Accepted-AOC Awarded | |
| 2 | L2₹219.4 Cr+₹5.0 Cr (2.33%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | ADVANCED INFRATECH PVT. LTD. L2 | M/s KNK Projects Pvt Ltd (Formerly Known as M/s Kedar Nath Khandelwal) L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 16,000 | Mtr. | 33,800 ₹54,08,00,000 | 29,950 ₹47,92,00,000 Lowest |
| 2.00 | 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. | 48 | Nos. | 1,25,000 ₹60,00,000 Lowest | 1,25,000 ₹60,00,000 Lowest |
| 3.00 | 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. | 2 | Job | 41,000 ₹82,000 Lowest | 5,00,000 ₹10,00,000 |
| 4.00 | 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. | 1 | Job | 39,000 ₹39,000 Lowest | 5,00,000 ₹5,00,000 |
| 5.00 | Supply and placing in position coarse Yamuna sand to be filled under road cuts. etc to the satisfaction of the Engineer - in charge. | 150 | cum | 3,500 ₹5,25,000 | 2,000 ₹3,00,000 Lowest |
| 6.00 | 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 | 1 | Nos. | 12,00,000 ₹12,00,000 Lowest | 12,51,000 ₹12,51,000 |
| 7.00 | 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 ) | 130 | Mtr. | 74,000 ₹96,20,000 Lowest | 99,700 ₹1,29,61,000 |
| 8.00 | 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. | 1,650 | Sqm | 97 ₹1,60,050 Lowest | 100 ₹1,65,000 |
| 9.00 | 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. | 600 | Sqm | 915 ₹5,49,000 Lowest | 1,100 ₹6,60,000 |
| 10.00 | Coating of outer surface of water carrier pipe with polythene tape system for protection against corrosion complete in all respects. | 500 | Sqm | 532 ₹2,66,000 | 450 ₹2,25,000 Lowest |
Tender Value
₹210.7 Cr
EMD Value
₹4.2 Cr
Closing Date
8 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DIPENDRA RAJ SINGH
Palwal PHED No. 3
Palwal Town Estimate for providing water supply in Palwal Town by construction of Ranney wells in Yamuna Flood Plain Near village Thanthri Distt. Palwal under AMRUT 2.00.
2025_HRY_453338_1
20258FC63234 45E0 4ACC 8EF6 A177BE2CA56C561PUH
Open Tender
Civil Works
Works
1095 days
Palwal
Refer to Tender Documents
2 documents required · 2 mandatory
₹50,000
₹4.2 Cr
Yes
SE, PHEC, Palwal
24 Feb 2026
18 Jun 2025
8 Jul 2025
18 Jun 2025
8 Jul 2025
18 Jun 2025
27 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 16,000 | Mtr. | - | - |
| 2 | 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. | 48 | Nos. | - | - |
| 3 | 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. | 2 | Job | - | - |
| 4 | 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. | 1 | Job | - | - |
| 5 | Supply and placing in position coarse Yamuna sand to be filled under road cuts. etc to the satisfaction of the Engineer - in charge. | 150 | cum | - | - |
| 6 | 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 | 1 | Nos. | - | - |
| 7 | 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 ) | 130 | Mtr. | - | - |
| 8 | 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. | 1,650 | Sqm | - | - |
| 9 | 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. | 600 | Sqm | - | - |
| 10 | Coating of outer surface of water carrier pipe with polythene tape system for protection against corrosion complete in all respects. | 500 | Sqm | - | - |
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