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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 CrAccepted-AOC | L1 | Accepted-AOC Accepted as L1 Lowest Bidder |
| Sl No | Description | Qty | Unit | SEFTECH INDIA PVT.LTD, L1 |
|---|---|---|---|---|
| 1.00Note: The Bidder must quote the values inlcuding Taxes. | ||||
| 2.00Site Development Work | ||||
| 3.00EARTHWORKS | ||||
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 4,109.44 | cum | 220 ₹9,04,076.8 Lowest |
| 5.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) | 2,739.63 | cum | 1,750 ₹47,94,352.5 Lowest |
| 6.00 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. All kinds of soil | 1,647.6 | cum | 162 ₹2,66,911.2 Lowest |
| 7.00 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. Ordinary or hard rock | 1,098 | cum | 290 ₹3,18,420 Lowest |
| 8.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 4,794.35 | cum | 250 ₹11,98,587.5 Lowest |
| 9.00 | Construction of Embankment with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 322.58 | cum | 599 ₹1,93,225.42 Lowest |
| 10.00CONCRETE WORK | ||||
Tender Value
₹8.6 Cr
EMD Value
₹17.3 L
Closing Date
13 Nov 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer, 7th Circle PWD Gopeshwar
Superintending Engineer, 7th Circle PWD Gopeshwar
Construction of Transit Hostel under Heliport Campus Development in Shri Badrinath Dham
2025_pwd_88398_1
4147/544 Yata-07/2025 Dated 25.10.2025
Open Tender
Civil Works - Buildings
Item Wise
540 days
Shri Badrinath Dham
Please Refer Tender Documents.
2 documents required · 2 mandatory
₹5,900
EE PIU PWD Badrinath
₹17.3 L
Office of SE, 7th Circle PWD Gopeshwar
11 Apr 2026
29 Oct 2025
13 Nov 2025
29 Oct 2025
13 Nov 2025
30 Oct 2025
6 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Site Development Work | - | - | - | - |
| 3 | EARTHWORKS | - | - | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 4,109.44 | cum | - | - |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) | 2,739.63 | cum | - | - |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. All kinds of soil | 1,647.6 | cum | - | - |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. Ordinary or hard rock | 1,098 | cum | - | - |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 4,794.35 | cum | - | - |
| 9 | Construction of Embankment with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 322.58 | cum | - | - |
| 10 | CONCRETE WORK | - | - | - | - |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 80.07 | cum | - | - |
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