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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹56.0 LAccepted-AOC | ₹56.0 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹65.8 LRejected-AOC | ₹65.8 L | L-2 | Rejected-AOC L-2 |
| 3 | L-3₹69.2 LRejected-AOC H NO 11 GALI NO 1 ASHOK VIHAR III GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹69.2 L | L-3 | Rejected-AOC L-3 |
| 4 | Not Admitted-Fee/PreQual/Technical 1207 SECTOR 9 A 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹75.0 L
EMD Value
₹1.5 L
Closing Date
5 Jan 2026, 5:00 pmClosed
Amit Rathi
DIV Bahadurgarh
Crossing of Delhi-Rohtak railway line by providing and laying of M.S. casing pipe and M.S. carrier pipe in Urban Estate, Bahadurgarh.
2025_HBC_493319_1
2025B573939D 3206 4BB7 9DB2 09E4BEF61132266HSV
Open Tender
Civil Works
90 days
Bahadurgarh
2 documents required · 2 mandatory
₹2,000
₹1.5 L
Yes
2 Jun 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
20.68.2// Providing and lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard special plain/ flanged/ socketed confirming to IS9523-2000 wih rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Techincal specifications and as per direction of Engineer 2. Above 300mm dia and upto 600 mm dia.
22.88.6// Providing and fixing G.I. pipes complete with G.I. fitting and clamps, I/c cutting and making good the walls etc. Internal work- Exposed on wall 6. 50 mm dia nominal bore
34.15.1//Advance Direction signboard 1200x1800 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012
20.68.3//Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 3. Above 600 mm dia and up to 1000 mm dia.
6.22.2.1///Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of the Engineer-in-charge. 2.1. All works up to Plinth Level : M-20 Grade plain cement concrete. (Cement content considered @ 300 kg/cum)
NS Item// Lowering of sub soil water 4.50 meter depth below for laying of water supply line from the exisitng spring level for laying of water supply line using 4 No 5 HP dewatering pumps including cost of all fitting and fixture like delivery pipe, hose pipe, PVC pipe etc. boring of bore holes and manpower for functioning and maintenance of machinery complete in all respect to the entire satisfaction of Engineer-in-charge
NS Item// Providing and fixing of Polyethylene spacer of required suitable between 800 mm dia. M.S. casing pipe and 600 mm dia. M.S. Carrier pipe complete in all respect to the entire satisfaction of engineer-in-charge
NS Item// Providing stringing out, jointing, cutting, testing, commissioning of 800 mm internal diameter M.S. Pipe of 12 mm thickness as casing pipe for laying of 600 mm dia. M.S. Pipe including testing of spirally welded M.S. pipe made of MS sheet of make ESSAR/JINAL/TATA only as per IS:2062, IS: 3589-2001 and laying the same through trenchless technology including welding, cutting, painting the pipe with bitumastic paint etc. with all material and labour as per requirement complete in all respect as per direction and satisfaction of Engineer-in-charge.
NS Item// Analysis of Rates for Providing stringing out, jointing, cutting, testing, commissioning of 800 mm internal diameter M.S. Pipe of 12 mm thickness as casing pipe for laying of 600 mm dia. M.S. Pipe including testing of spirally welded M.S. pipe made of MS sheet of make ESSAR/JINAL/TATA only as per IS:2062, IS: 3589-2001 and laying the same through trenchless technology including welding, cutting, painting the pipe with bitumastic paint etc. with all material and labour as per requirement complete in all respect as per direction and satisfaction of Engineer-in-charge.
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