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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹1.1 CrAdmitted-Finance HOSPITAL ROAD P O SONAIMUKH TULARGRAM P I WARD NO 02 SONAI CACHAR ASSAM 788119 | CACHAR | ASSAM | 788119 | +24.00% | ₹1.1 Cr | H1 | Admitted-Finance |
| 2 | H2₹81.7 LAdmitted-Finance D 9 FIRST FLOOR OLD JASOLA VILLAGE JAMIA NAGAR NEW DELHI SOUTH DELHI 110025 | NEW DELHI | SOUTH DELHI | DELHI | 110025 | -7.00% | ₹81.7 L | H2 | Admitted-Finance |
| 3 | H3₹81.7 LAdmitted-Finance | -7.10% | ₹81.7 L | H3 | Admitted-Finance |
| 4 | H4₹79.1 LAdmitted-Finance | -10.00% | ₹79.1 L | H4 | Admitted-Finance |
| 5 | H5₹71.2 LAdmitted-Finance | -19.05% | ₹71.2 L | H5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
28 Apr 2026, 2:00 pmClosed
Ramavatar Gocher
Hazira Compressor Station Ichhapore Magdalla Road PO- ONGCL, Hazira, Dist. Surat 394518
EXTENSION AND RENOVATION OF CANTEEN AREA OF ADMINISTRATIVE BUILDING AT GAIL HAZIRA
2026_GAIL_274121_1
Canteen Extension
Open Tender
Civil Works - Buildings
Hazira Compressor Station, Ichhapore Magdalla Road
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.5 L
Yes
Hazira Compressor Station
20 May 2026
7 Apr 2026
29 Apr 2026
7 Apr 2026
28 Apr 2026
15 Apr 2026
15 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SECTION-A [CIVIL WORKS] | ||||||
| 2Sub- Head : Earthwork | ||||||
| 2.01 | 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 | - | M3 | - | - | BI01010001010000000000000515BI0100001113 |
| 2.02 | 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. Ordinary rock | - | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 2.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layersnot exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 and for all lift. | - | M3 | - | - | BI01010001010000000000000515BI0100001122 |
| 2.04 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | - | M3 | - | - | BI01010001010000000000000515BI0100001123 |
| 2.05 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | - | Ltr | - | - | BI01010001010000000000000515BI0100001125 |
| 2.06 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | - | M3 | - | - | BI01010001010000000000000515BI0100001126 |
| 2.07 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | - | M2 | - | - | BI01010001010000000000000515BI0100001128 |
| 3Sub- Head : Disposal of unserviceable materials | ||||||
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