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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC 1207 SECTOR 9 A 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹1.1 Cr | 1 | Accepted-AOC Work Allotted |
| 2 | 2₹1.1 Cr+₹2.5 L (2.32%)Rejected-Finance NEAR GAURAV ICE FACTORY LOHARU ROAD CHARKHI DADRI 127306 | CHARKI DADRI | HARYANA | 127306 | ₹1.1 Cr+₹2.5 L (2.32%) | 2 | Rejected-Finance 2 |
| 3 | 3₹1.1 Cr+₹3.2 L (2.94%)Rejected-Finance | ₹1.1 Cr+₹3.2 L (2.94%) | 3 | Rejected-Finance 3 |
| 4 | 4₹1.1 Cr+₹6.2 L (5.69%)Rejected-Finance 159 SECTOR 5 GURUGRAM HARYANA 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹1.1 Cr+₹6.2 L (5.69%) | 4 | Rejected-Finance 4 |
| 5 | 5₹1.2 Cr+₹8.5 L (7.84%)Rejected-Finance | ₹1.2 Cr+₹8.5 L (7.84%) | 5 | Rejected-Finance 5 |
| Sl No | Description | Qty | Unit | M/s Vision India Infratech L3 | Mahender Kumar L4 | CROSS ROAD BUILDCON PRIVATE LIMITED L7 | M/s ACE Contractor L6 | VIKASH BADESRA CONT L2 | M/s CMRD Buildtech Private Limited L5 | 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` | 900 | Metre | 51 ₹45,900 | 75 ₹67,500 | 58 ₹52,200 | 105 ₹94,500 | 105 ₹94,500 | 40 ₹36,000 | 30 ₹27,000 Lowest |
| 2.00 | Making sewer connection from proposed 300,400,500mm to 800mm existing sewer line complete in all respect including material, T and P , Plugging and Diversion of sewerline and labours | 4 | Each | 62,300 ₹2,49,200 | 15,000 ₹60,000 Lowest | 71,645 ₹2,86,580 | 18,000 ₹72,000 | 20,100 ₹80,400 | 50,000 ₹2,00,000 | 50,000 ₹2,00,000 |
| 3.00 | Making house connection of water supply damaged during excavation. | 400 | Nos. | 764 ₹3,05,600 | 1,200 ₹4,80,000 | 878 ₹3,51,200 | 1,800 ₹7,20,000 | 610 ₹2,44,000 Lowest | 1,200 ₹4,80,000 | 1,000 ₹4,00,000 |
| 4.00 | Making house connection of sewer line damaged during excavation. | 400 | Nos. | 976 ₹3,90,400 Lowest | 1,200 ₹4,80,000 | 1,122 ₹4,48,800 | 1,800 ₹7,20,000 | 1,120 ₹4,48,000 | 1,200 ₹4,80,000 | 1,000 ₹4,00,000 |
| 5.00 | Diversion of sewerage water through pumping | 150 | Per day | 3,595 ₹5,39,250 | 3,500 ₹5,25,000 | 4,525 ₹6,78,750 | 4,500 ₹6,75,000 | 4,990 ₹7,48,500 | 1,700 ₹2,55,000 | 1,600 ₹2,40,000 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
26 Jan 2026, 2:00 pmClosed
Tushar Yadav
Municipal Corporation Gurugram
Construction of road with RMC m-40 and laying sewer line in Baldev nagar ward no. 29 Div 2B under MCG.
2026_HRY_497097_1
20261DEF4D15 50CC 432E 9B10 F10AE081C943285ULB
Open Tender
Civil Works
Works
140 days
Gurugram
2 documents required · 2 mandatory
₹15,000
₹2.4 L
Yes
23 Feb 2026
15 Jan 2026
26 Jan 2026
15 Jan 2026
26 Jan 2026
15 Jan 2026
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`
Making sewer connection from proposed 300,400,500mm to 800mm existing sewer line complete in all respect including material, T and P , Plugging and Diversion of sewerline and labours
Making house connection of water supply damaged during excavation.
Making house connection of sewer line damaged during excavation.
Diversion of sewerage water through pumping
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NUMBER #
Construction of road with RMC m-40 and laying sewer line in Baldev nagar ward no. 29 Div 2B under MCG.
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