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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹15.6 CrAccepted-AOC 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹15.6 Cr | L-1 | Accepted-AOC QUOTED RATES ARE RESONABLE |
| 2 | L-2₹16.2 Cr+₹56.4 L (3.62%)Rejected-Finance | ₹16.2 Cr+₹56.4 L (3.62%) | L-2 | Rejected-Finance RATES QUOTED ARE HIGHER SIDE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified by TBOO |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Qualified by TBOO |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified by TBOO |
| Sl No | Description | Qty | Unit | LSR INFRACON PVT LTD L2 | GARG & GARG CO L1 |
|---|---|---|---|---|---|
| 1.00PERMANENT WORK ALTITUDE BET (2101-2400) MTR (FDR WORK 2025-26) LOC KM 4.828 TO KM 5.068 | |||||
| 1.01 | Excavation in trenches not exceeding 1.2m width and 1.5m depth in soil/soil mixed with boulders, including bottom and sides getting out and disposing all excavated material lead upto 3m and lift upto 1.5 m | 4,485.64 | Cum | 700 ₹31,39,948 | 538 ₹24,13,274.32 Lowest |
| 1.02 | Cement concrete (1 cement: 5 sand: 10 aggregate of size 4cm graded downwards) in foundation or elsewhere. | 15.6 | Cum | 12,000 ₹1,87,200 | 11,045 ₹1,72,302 Lowest |
| 1.03 | Cement concrete (1 cement: 4 sand: 8 aggregate of size 4cm graded downwards) in foundation or elsewhere. | 124.08 | Cum | 13,000 ₹16,13,040 | 11,730 ₹14,55,458.4 Lowest |
| 1.04 | Reinforced Cement concrete M-30 nearby corresponding to nominal mix, 1 cement : 1.1 sand : 2.25 stone aggregate of size 20 mm graded downwards ( excluding the cost of reinforcement & centering/shuttering) | 531.52 | Cum | 15,300 ₹81,32,256 | 15,150 ₹80,52,528 Lowest |
| 1.05 | Reinforced Cement concrete M-35 nearby corresponding to nominal mix ( excluding the cost of reinforcement & centering/shuttering) | 2,235.72 | Cum | 16,000 ₹3,57,71,520 | 15,640 ₹3,49,66,660.8 Lowest |
| 1.06 | Centering/Shuttering including strutting, propping and removal of formwork | 579.97 | 10 Sqm | 7,700 ₹44,65,769 Lowest | 9,433 ₹54,70,857.01 |
| 1.07 | Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only). | 693.14 | 100 Kgs | 2,500 ₹17,32,850 | 2,395 ₹16,60,070.3 Lowest |
| 1.08 | Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars above 12 mm (labour only). | 2,183.91 | 100 Kgs | 2,500 ₹54,59,775 | 2,297 ₹50,16,441.27 Lowest |
| 1.09 | Filling of stones/selected material in layers well packed behind retaining walls; breast walls, abutment/wing walls of bridges or culverts (labour and material) | 4,029.16 | Cum | 2,300 ₹92,67,068 | 1,950 ₹78,56,862 Lowest |
Tender Value
₹11.9 Cr
EMD Value
₹9.2 L
Closing Date
6 Aug 2025, 4:00 pmClosed
CHIEF ENGINEER PROJECT DEEPAK
HQ CE PROJECT DEEPAK, CHAKKAR BARRIER, NEAR HARI NAGAR, SHIMLA
Design and Constr of RCC R Walls incl proof check of Design and Drgs Surf wks for FDR bet km 1 pt 770 to km 5 pt 700 and Surf wk between km 49 pt 800 and km 222.000 on Manali Sarchu Rd under 70 RCC comma 94 RCC 38 BRTF of Project Deepak in HP state
2025_BRO_721304_1
CE (P) DPK-07 of 2025-26
Open Tender
Civil Works
Works
240 days
Bet Km 1.770 and Km 222.00 on MS Road
As per Tender Documents
9 documents required · 9 mandatory
₹0
₹9.2 L
Yes
SHIMLA
29 Apr 2026
18 Jul 2025
7 Aug 2025
18 Jul 2025
6 Aug 2025
26 Jul 2025
18 Jul 2025 - 24 Jul 2025
21 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PERMANENT WORK ALTITUDE BET (2101-2400) MTR (FDR WORK 2025-26) LOC KM 4.828 TO KM 5.068 | |||||
| 1.01 | Excavation in trenches not exceeding 1.2m width and 1.5m depth in soil/soil mixed with boulders, including bottom and sides getting out and disposing all excavated material lead upto 3m and lift upto 1.5 m | 4,485.64 | Cum | 10 | ₹44,856.4 |
| 1.02 | Cement concrete (1 cement: 5 sand: 10 aggregate of size 4cm graded downwards) in foundation or elsewhere. | 15.6 | Cum | 10 | ₹156 |
| 1.03 | Cement concrete (1 cement: 4 sand: 8 aggregate of size 4cm graded downwards) in foundation or elsewhere. | 124.08 | Cum | 10 | ₹1,240.8 |
| 1.04 | Reinforced Cement concrete M-30 nearby corresponding to nominal mix, 1 cement : 1.1 sand : 2.25 stone aggregate of size 20 mm graded downwards ( excluding the cost of reinforcement & centering/shuttering) | 531.52 | Cum | 10 | ₹5,315.2 |
| 1.05 | Reinforced Cement concrete M-35 nearby corresponding to nominal mix ( excluding the cost of reinforcement & centering/shuttering) | 2,235.72 | Cum | 10 | ₹22,357.2 |
| 1.06 | Centering/Shuttering including strutting, propping and removal of formwork | 579.97 | 10 Sqm | 10 | ₹5,799.7 |
| 1.07 | Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only). | 693.14 | 100 Kgs | 10 | ₹6,931.4 |
| 1.08 | Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars above 12 mm (labour only). | 2,183.91 | 100 Kgs | 10 | ₹21,839.1 |
| 1.09 | Filling of stones/selected material in layers well packed behind retaining walls; breast walls, abutment/wing walls of bridges or culverts (labour and material) | 4,029.16 | Cum | 10 | ₹40,291.6 |
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