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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.3 CrAccepted-AOC 858 SECTOR 23 127021 | BHIWANI | HARYANA | 127021 | ₹2.3 Cr Quoted ₹2.1 Cr | 1 | Accepted-AOC Lowest |
| 2 | 2₹2.6 CrRejected-Finance | ₹2.6 Cr | 2 | Rejected-Finance L2 |
| 3 | 3₹2.6 CrRejected-Finance | ₹2.6 Cr | 3 | Rejected-Finance L3 |
| 4 | 4₹2.8 CrRejected-Finance | ₹2.8 Cr | 4 | Rejected-Finance L4 |
| 5 | 5₹2.9 CrRejected-Finance MD22 ELDECO MENSIONZ SOHNA ROAD NEAR FAZILPUR CHOCK GURGAON FF 19 OMAXE GURGAON MALL SOHNA ROAD GURUGRAM 2021R5777 | GURUGRAM | GURUGRAM | HARYANA | ₹2.9 Cr | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | VARDHMAN ENGINEERING WORKS L4 | Brij Gopal Construction Co. Pvt. Ltd. L2 | Bansal Construction Co, Gurgaon L5 | M/S SHREE BALAJI BUILDERS L1 | Tirupati Construction L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specifications | 1.08 | cum | 15,000 ₹16,200 | 5,500 ₹5,940 | 10,500 ₹11,340 | 5,700 ₹6,156 | 80,000 ₹86,400 |
| 2.00 | Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications | 0.58 | cum | 15,000 ₹8,640 | 6,500 ₹3,744 | 10,500 ₹6,048 | 5,700 ₹3,283.20 | 95,000 ₹54,720 |
| 3.00 | Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications. | 14.4 | Sqm | 7,000 ₹1.0 L | 10 ₹144 | 150 ₹2,160 | 1,735 ₹24,984 | 150 ₹2,160 |
| 4.00 | Providing and fixing H.D.P.E. spacer at a distance of 2 meters apart to avoid contract of casing pipe and carrier pipe For 900 mm o/d pipe | 90 | Nos. | 2,800 ₹2.5 L | 1,200 ₹1.1 L | 9,800 ₹8.8 L | 1,235 ₹1.1 L | 1,500 ₹1.4 L |
| 5.00 | Provision for shifting of existing utility for construction of drain and Like as water pipe, sewer line, electricity pole etc.. | 2 | Job | 8,000 ₹16,000 | 15,000 ₹30,000 | 2,00,000 ₹4 L | 5,35,000 ₹10.7 L | 50,000 ₹1 L |
| 6.00 | Supply of 600 mm día MS pipe 12 mm thick as per IS 3589 of 1991 from steel late confirming to IS 2062 completei) | 40 | Per Metre | 18,113 ₹7.2 L | 50 ₹2,000 | 25,000 ₹10 L | 17,335 ₹6.9 L | 53,000 ₹21.2 L |
Updated dates
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
21 May 2026, 11:00 amClosed
VIKRAM SINGH
Storm Water Drainage
Providing and laying pipe culvert by trenchless technology of crossing NH48 for making connection of Drainage System with Storm Water Drain
2026_HRY_521124_1
2026206642E3 DF35 4DC0 B1F6 C87E27C7AC28717001
Open Tender
Civil Works
30 days
Gurugram
2 documents required · 2 mandatory
₹5,000
₹5.7 L
Yes
8 Jun 2026
12 May 2026
21 May 2026
12 May 2026
21 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specifications | 1.08 | cum | - | - |
Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications | - | cum | - | - | |
Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications. | 14.4 | Sqm | - | - | |
Providing and fixing H.D.P.E. spacer at a distance of 2 meters apart to avoid contract of casing pipe and carrier pipe For 900 mm o/d pipe | 90 | Nos. | - | - | |
Provision for shifting of existing utility for construction of drain and Like as water pipe, sewer line, electricity pole etc.. | 2 | Job | - | - | |
Supply of 600 mm día MS pipe 12 mm thick as per IS 3589 of 1991 from steel late confirming to IS 2062 completei) | 40 | Per Metre | - | - |
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