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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.9 LAccepted-AOC | ₹83.9 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹84.1 LRejected-Finance H NO 29 DEVILAL COLONY TCP 2 HISAR CANTT HARYANA | HISAR | HISAR | HARYANA | 125006 | ₹84.1 L | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.1 CrRejected-Finance H NO 2715 SECTOR 9 11 HISAR 125001 HARYANA | HISAR | HARYANA | 125001 | ₹1.1 Cr | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | M/s Devendera construction L2 | M/S D.N Choudhary L1 | Sh. Raj Kumar Malik Contractor L3 |
|---|---|---|---|---|---|---|
| 1.00 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with blended 9.8 kg per 10 sq m, blended with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm complete all as specified and as directed. | 25 | X sqm | 1,500 ₹37,500 | 1,000 ₹25,000 | 2,800 ₹70,000 |
| 2.00 | Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming /tack coat with VG 30 paving bitumen @ 5 kg per 10 SQM complete all as specified and directed. | 1,970 | X sqm | 150 ₹3.0 L | 300 ₹5.9 L | 300 ₹5.9 L |
| 3.00 | M&L for providing Bituminous premixed semi dense asphaltic concrete 30 mm consolidated thickness,with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8-12 tonne power roller complete as specified and directed. Note - The minimum consolidated thickness will be 30 mm. However it may be increased at certain places to maintain the camber as per the site requirement and nothing extra shall be admissible on this account. The contractor must visit the site before quoting the rates | 1,970 | X sqm | 2,700 ₹53.2 L | 2,500 ₹49.3 L | 3,600 ₹70.9 L |
| 4.00 | M&L for preparing bituminous surface of road and marking 2.5mm thick centre lines, stoplines, arrows, dashes, and the like n exc 10 cm wide, on roads pavemnets with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction, complete all as specified and directed. | 473 | Sqm | 400 ₹1.9 L | 350 ₹1.7 L | 500 ₹2.4 L |
| 5.00 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5m in depth and getting out in soft/loose soil. | 2 | Cum | 100 ₹200 | 100 ₹200 | 200 ₹400 |
| 6.00 | M&L for 150 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointed as specified and directed. | 14 | Rm | 450 ₹6,300 | 400 ₹5,600 | 800 ₹11,200 |
| 7.00 | M&L for concrete bed to drain pipes of size 150mm including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 complete all as specified and as directed by Engineer-in-Charge | 14 | Rm | 100 ₹1,400 | 80 ₹1,120 | 800 ₹11,200 |
| 8.00 | Returning filling, in incl spreading, leveling watering and well ramming in layers n.exc 25cm in soil. | 1.4 | Cum | 50 ₹70 | 35 ₹49 | 200 ₹280 |
| 9.00 | Removing of excavated material (soil) to a distance exceeding 250Mtr but not exc 500m and deposited where directed at a level not exceeding 1.5m above the starting point | 0.6 | Cum | 50 ₹30 | 35 ₹21 | 140 ₹84 |
| 10.00 | M&L for applying evenly a priming tack coat with bituminous primer @10kg/10Sqm complete all as specified and directed. | 50 | X sqm | 190 ₹9,500 | 300 ₹15,000 | 300 ₹15,000 |
Updated dates
Tender Value
₹92 L
EMD Value
₹1.6 L
Closing Date
4 May 2026, 6:00 pmClosed
COMMANDER WORKS ENGINEER
HQ CWE HISAR HISAR MIL STN HISAR
SPL REPAIR TO VARIOUS ROADS AT HISAR MIL STN
2026_MES_758496_1
CWE/HSR-84 OF 2025-26
Open Tender
Civil Works - Roads
150 days
HISAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE HISAR
₹1.6 L
3 Jun 2026
30 Mar 2026
6 May 2026
30 Mar 2026
4 May 2026
21 Apr 2026
31 Mar 2026 - 6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with blended 9.8 kg per 10 sq m, blended with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm complete all as specified and as directed. | |||||
| 2Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming /tack coat with VG 30 paving bitumen @ 5 kg per 10 SQM complete all as specified and directed. | |||||
| 3M&L for providing Bituminous premixed semi dense asphaltic concrete 30 mm consolidated thickness,with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8-12 tonne power roller complete as specified and directed. Note - The minimum consolidated thickness will be 30 mm. However it may be increased at certain places to maintain the camber as per the site requirement and nothing extra shall be admissible on this account. The contractor must visit the site before quoting the rates | |||||
| 4M&L for preparing bituminous surface of road and marking 2.5mm thick centre lines, stoplines, arrows, dashes, and the like n exc 10 cm wide, on roads pavemnets with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction, complete all as specified and directed. | |||||
| 5Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5m in depth and getting out in soft/loose soil. | |||||
| 6M&L for 150 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointed as specified and directed. | |||||
| 7M&L for concrete bed to drain pipes of size 150mm including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 complete all as specified and as directed by Engineer-in-Charge | |||||
| 8Returning filling, in incl spreading, leveling watering and well ramming in layers n.exc 25cm in soil. | |||||
| 9Removing of excavated material (soil) to a distance exceeding 250Mtr but not exc 500m and deposited where directed at a level not exceeding 1.5m above the starting point | |||||
| 10M&L for applying evenly a priming tack coat with bituminous primer @10kg/10Sqm complete all as specified and directed. | |||||
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