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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 CrAdmitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹9.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.6 Cr+₹24.0 L (2.55%)Admitted-Finance | ₹9.6 Cr+₹24.0 L (2.55%) | L2 | Admitted-Finance |
| 3 | L3₹9.7 Cr+₹28.0 L (2.98%)Admitted-Finance C0 01 MUNIKIRETI DHALAWALA RISHIKESH UTTARAKHAND | ₹9.7 Cr+₹28.0 L (2.98%) | L3 | Admitted-Finance |
| 4 | L4₹9.9 Cr+₹46.1 L (4.91%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹9.9 Cr+₹46.1 L (4.91%) | L4 | Admitted-Finance |
| 5 | L5₹10.2 Cr+₹80.0 L (8.50%)Admitted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹10.2 Cr+₹80.0 L (8.50%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L1 | HILLWAYS CONSTRUCTION COMPANY PVT. LTD. L3 | M/S HimalayanConstruction L4 | M/s Agarwal Brothers L2 | Shivalik Infraventures (P) Limited L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Hard rockHard rock ( requiring blasting )Manual Means. | 516.53 | CUM | 63 ₹32,541.26 Lowest | 250 ₹1,29,132 | 65 ₹33,574.32 | 65 ₹33,574.32 | 65 ₹33,574.32 |
| 2.00 | Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and technical specification. | 7.74 | Tonne | 1,27,565 ₹9,86,727.83 | 1,10,000 ₹8,50,860.82 Lowest | 1,26,975 ₹9,82,164.12 | 1,15,000 ₹8,89,536.32 | 1,33,576 ₹10,33,223.5 |
| 3.00Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. | ||||||||
| 3.10 | Upto 3m | 6 | Rmt | 6,324 ₹37,944 Lowest | 6,623 ₹39,738 | 6,620 ₹39,720 | 7,500 ₹45,000 | 6,623 ₹39,738 |
| 3.20 | Beyond 3m Upto 10 m | 14 | Rmt | 7,691 ₹1,07,674 Lowest | 8,054 ₹1,12,756 | 8,052 ₹1,12,728 | 9,500 ₹1,33,000 | 8,054 ₹1,12,756 |
| 3.30 | Beyond 10m Upto 20 m | 8 | Rmt | 10,160 ₹81,280 Lowest | 10,638 ₹85,104 | 10,630 ₹85,040 | 11,500 ₹92,000 | 10,638 ₹85,104 |
| 4.00Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification concrete to be placed using tremie pipe using batched mix plant , transit mixer and crane /concrete pump. | ||||||||
| 4.10 | Well curb RCC M30 grade(If Curb Concrete is carried out with in steel Liner cost of formwork shall be excluded). | 69.25 | CUM | 8,040 ₹5,56,770 | 8,418.5 ₹5,82,981.12 | 8,005 ₹5,54,346.25 Lowest | 8,200 ₹5,67,850 | 8,418 ₹5,82,946.5 |
| 4.20 | well steining RCC M30 | 458.85 | CUM | 7,370 ₹33,81,715.66 | 7,400 ₹33,95,481.12 | 7,375 ₹33,84,009.9 | 7,100 ₹32,57,826.48 Lowest | 7,717 ₹35,40,936.19 |
| 4.30 | Bottom Plug PCC M25 | 260.71 | CUM | 6,885 ₹17,94,980.47 Lowest | 7,208.8 ₹18,79,398 | 6,901 ₹17,99,151.82 | 6,900 ₹17,98,891.11 | 7,208 ₹18,79,189.43 |
Tender Value
₹10.2 Cr
EMD Value
₹20.4 L
Closing Date
16 Feb 2026, 3:00 pmClosed
Superintending Engineer PWD Haridwar
Office of The SE, Civil Circle, PWD Haridwar
Construction of double-lane 60-meter span Bow-String Steel Girder bridge over Mayapur Escape Channel at downstream of the existing bridge to connect Dakshdweep and Bairagi Camp in Haridwar district, Under Kumbh Mela 2027.
2025_pwd_88763_1
1869/06C-CC/25 Dated 02.10.2025
Open Tender
Civil Works - Bridges
Item Rate
240 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE, PD, PWD, Haridwar (Through E-Challan)
₹20.4 L
Office of The SE, Civil Circle, PWD Haridwar
27 Mar 2026
8 Nov 2025
17 Feb 2026
8 Nov 2025
16 Feb 2026
29 Nov 2025
10 Nov 2025 - 21 Nov 2025
22 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Hard rockHard rock ( requiring blasting )Manual Means. | 516.53 | CUM | - | - |
| 2 | Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and technical specification. | 7.74 | Tonne | - | - |
| 3Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. | |||||
| 3.1 | Upto 3m | 6 | Rmt | - | - |
| 3.2 | Beyond 3m Upto 10 m | 14 | Rmt | - | - |
| 3.3 | Beyond 10m Upto 20 m | 8 | Rmt | - | - |
| 4Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification concrete to be placed using tremie pipe using batched mix plant , transit mixer and crane /concrete pump. | |||||
| 4.1 | Well curb RCC M30 grade(If Curb Concrete is carried out with in steel Liner cost of formwork shall be excluded). | 69.25 | CUM | - | - |
| 4.2 | well steining RCC M30 | 458.85 | CUM | - | - |
| 4.3 | Bottom Plug PCC M25 | 260.71 | CUM | - | - |
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