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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.6 LAccepted-AOC 1207 SECTOR 9 A 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | 1 | Accepted-AOC Work Allotted | |
| 2 | 2₹29.0 L+₹1.4 L (5.04%)Rejected-Finance H NO 12 N EXTENSION NEW PALAM VIHAR GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | 2 | Rejected-Finance 2 | |
| 3 | 3₹30.5 L+₹2.9 L (10.4%)Rejected-Finance KADARPUR ROAD KADARPUR ROAD NEAR PARJAPATI DHARAMSHALA BADSHAPUR GURUGRAM 122001 | GURUGRAM | HARYANA | 122001 | 3 | Rejected-Finance 3 | |
| 4 | Not Admitted-Fee/PreQual/Technical G 84 NEW PALAM VIHAR PHASE 1 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Parveen kumar Contractor L3 | M/S DDR Buildtech L2 | LAKHAN INFRA CONSTRUCTIONS PVT LTD L1 |
|---|---|---|---|---|---|---|
| 1.00 | Providing and making saw cut transverse construction /contraction joint as per approved drawing provided at a maximum distance of 4.5 m including the cost of covering of dowel bars with the plastic sheath for at least 60% of the length from one end. Initially 3 to 4 mm wide cut shall be made after 1 to 2 days up to 1/3rd depth of slab and including cost of scaling
temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 5 mm wide grove shall be
make up to a depth of 5 mm. Before sealing the joint temporary with a jute rope. At the time of sealing temporarily seal shall be
taken out and 10 and 12 mm. Before sealing the joint 5 mm thick compressible de-boding strips with paper back shall be
inserted to the bottom of the groove. The groove shall be filled with poly sulphide/silicon sealant. The sealant shall be applied slightly at a lower level than the slab with a tolerance of 24 mm complete in all respect` | 200 | Metre | 300 ₹60,000 | 250 ₹50,000 | 5 ₹1,000 Lowest |
| 2.00 | Making connection of sewer line with existing sewer line of dia 600 mm complete in all respect. | 3 | Each | 9,000 ₹27,000 | 8,000 ₹24,000 Lowest | 25,000 ₹75,000 |
| 3.00 | Making house connection of water supply damaged during excavation. | 95 | Nos. | 900 ₹85,500 | 800 ₹76,000 Lowest | 1,000 ₹95,000 |
| 4.00 | Making house connection of sewer line damaged during excavation. | 95 | Nos. | 900 ₹85,500 | 850 ₹80,750 Lowest | 1,000 ₹95,000 |
| 5.00 | Diversion of sewerage water through pumping | 60 | Per day | 4,000 ₹2,40,000 | 3,300 ₹1,98,000 | 2,250 ₹1,35,000 Lowest |
Tender Value
₹26.3 L
EMD Value
₹52,700
Closing Date
23 Mar 2026, 12:00 pmClosed
Tushar Yadav
Municipal Corporation Gurugram
Construction of road with RMC, Providing and laying of Sewer line and water line house no. 133/4 to 149/4, 70/4 to 78/4 and budhi raja park to tikona park 4 marla ward no. 29 Div 2B under MCG. Recall
2026_HRY_508498_1
2026A966CC19 5479 4E96 8D03 CFAC3D0ED52A285ULB
Open Tender
Civil Works
Works
120 days
Gurugram
As per CBD
2 documents required · 2 mandatory
₹2,000
₹52,700
Yes
9 Apr 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and making saw cut transverse construction /contraction joint as per approved drawing provided at a maximum distance of 4.5 m including the cost of covering of dowel bars with the plastic sheath for at least 60% of the length from one end. Initially 3 to 4 mm wide cut shall be made after 1 to 2 days up to 1/3rd depth of slab and including cost of scaling
temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 5 mm wide grove shall be
make up to a depth of 5 mm. Before sealing the joint temporary with a jute rope. At the time of sealing temporarily seal shall be
taken out and 10 and 12 mm. Before sealing the joint 5 mm thick compressible de-boding strips with paper back shall be
inserted to the bottom of the groove. The groove shall be filled with poly sulphide/silicon sealant. The sealant shall be applied slightly at a lower level than the slab with a tolerance of 24 mm complete in all respect` | 200 | Metre | - | - |
| 2 | Making connection of sewer line with existing sewer line of dia 600 mm complete in all respect. | 3 | Each | - | - |
| 3 | Making house connection of water supply damaged during excavation. | 95 | Nos. | - | - |
| 4 | Making house connection of sewer line damaged during excavation. | 95 | Nos. | - | - |
| 5 | Diversion of sewerage water through pumping | 60 | Per day | - | - |
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