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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 110 ROYAL JIVDANI APT ACHOLE ROAD GALA NAGAR THANE MAHARASHTRA 401209 | PALGHAR | MAHARASHTRA | 401209 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical C 103 UGATI HEIGHTS NR SWAGAT RAINFOREST 1 KUDASAN POR RAO KUDASAN GANDHINAAGR 382421 GUJARAT | AHMADABAD | GUJARAT | 382421 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹57.1 L
EMD Value
₹1.1 L
Closing Date
12 Aug 2026, 3:00 pmClosed
Devindra Singh Rathour
CE-Civil, SCM Section, ONGC Vadodara
Reconstruction of Boundary wall of Right side of Malviya Main Gate till Qutubuddin Tomb, ONGC Vadodara
2026_ONGC_285048_1
B25DC26001
Open Tender
Civil Works
Percentage
120 days
ONGC Complex
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.1 L
Yes
13 Aug 2026
22 Jul 2026
13 Aug 2026
22 Jul 2026
12 Aug 2026
22 Jul 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 |
|---|---|---|---|---|---|
| 1.01 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 2,245.04 | Kg | 36.8 | ₹82,617.47 |
| 1.02 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: RCC | 1,353.63 | Kg | 243.3 | ₹3,29,338.18 |
| 1.03 | Demolishing brick work manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | 16.58 | M3 | 2,060.2 | ₹34,158.12 |
| 1.04 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 em measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 650 | M2 | 17.6 | ₹11,440 |
| 1.05 | Earth work in excavation by mechanical means {Hydraulicexcavator)/manual means over areas (exceeding 30 em 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 | 351 | M3 | 177.5 | ₹62,302.5 |
| 1.06 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 0.42 | M3 | 2,123.75 | ₹891.98 |
| 1.07 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineerin- charge; for the following grades of concrete. Note: Extra cement up to 10% ofthe minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth | 0.42 | M3 | 8,835.15 | ₹3,710.76 |
| 1.08 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | 74.75 | M2 | 3.45 | ₹257.89 |
| 1.09 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :400 mm dia piles | 351 | M | 2,767 | ₹9,71,217 |
| 1.1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | 351 | M3 | 196.6 | ₹69,006.6 |
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