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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -10.00% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance AT P O KUMUSI P S PARJANG DIST DHENKANAL | KUMUSI | DHENKANAL | ODISHA | 759018 | -8.00% | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Disqualified by the TEC as per DTCN Cl 112(g),(d),(i) and Cl.35 |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
9 Apr 2026, 5:30 pmClosed
Chief Construction Engineer
Southern Circle (RandB), Courtpeta, Berhampur, Ganjam, 760004
Construction of Revenue IB at Aska in the District of Ganjam
2026_EICCL_127627_1
CCE, SC-(RandB)-BAM-16/2025-26
National Competitive Bid
Civil Works - Buildings
180 days
Aska
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.6 L
Yes
23 Apr 2026
25 Mar 2026
10 Apr 2026
25 Mar 2026
9 Apr 2026
25 Mar 2026
25 Mar 2026 - 8 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 |
|---|---|---|---|---|---|
| 1Dismantling and removing R.C.C. columns beams slab staircase landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead etc complete as per OPWD Specification and direction of the Engineer-In-Charge. | |||||
| 2Dismantling brick or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for re-use and removing the debris with in 50m lead including all labour with T&P etc. complete as per OPWD Specification and direction of the Engineer-In-Charge. | |||||
| 3Dismantling brick or stone masonry in lime or cement mortar above 3m height including stacking the useful materials for re-use and removing the debris with in 50m lead including all labour with T&P etc. complete as per OPWD Specification and direction of the Engineer-In-Charge. | |||||
| 4Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead incluidng all etc complete as per OPWD Specification and direction of the Engineer-In-Charge. | |||||
| 5Earth work in excavation of foundation in hard soil within 50 m linital lead and 1.50m initial lift including rough dressing breaking clods to maxikum 5cm to 7cm and laying in layers not exceeding 0.3M depth and as per OPWD Specification and direction of the Engineer-In-Charge. | |||||
| 6Filling in foundation and plinth with excavated earth including watering and ramming as per OPWD Specification and direction of the Engineer-In-Charge. | |||||
| 7Removal of excavated earth by mechanical means for site leveling, foundation, pits, trenches and other civil works upto and including 1.5 mter lift and stacking the soild upto a lead of 100 meter and including dewatering, removing slush, shorting and shutterng (as required) completeas per the OPWD Specification and direction of the Engineer-in-charge. | |||||
| 8Filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty, taxes of all materials with all labour, T&P etc., complete as per the OPWD Specification and direction of the Engineer-in-charge. | |||||
| 9Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | |||||
| 10Fly Ash Brick masonry in C.M. (1:6) using 9" size using of 23cmx11cmx8cm size brick in F&P having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as per the OPWD Specification and direction of the Engineer-in-charge. | |||||
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DTCN_RevenueIB_Aska.pdf
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