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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC ACCEPTED AND AWARDED BY COMPETENT AUTHORITY |
| 2 | L2₹1.3 Cr+₹1.7 L (1.28%)Rejected-Finance ANANTA OCP JAGANNATH AREA | ANUGUL | ODISHA | 759103 | ₹1.3 Cr+₹1.7 L (1.28%) | L2 | Rejected-Finance SINCE THE BIDDER IS NOT L1 |
| 3 | L3₹1.5 Cr+₹17.0 L (12.8%)Rejected-Finance | ₹1.5 Cr+₹17.0 L (12.8%) | L3 | Rejected-Finance SINCE THE BIDDER IS NOT L1 |
| 4 | L4₹1.5 Cr+₹20.5 L (15.5%)Rejected-Finance AT PO VERUBANIA KANKILI TALCHER DIST ANGUL ODISHA | ANGUL | ANGUL | ODISHA | ₹1.5 Cr+₹20.5 L (15.5%) | L4 | Rejected-Finance SINCE THE BIDDER IS NOT L1 |
Tender Value
₹2.1 Cr
EMD Value
₹2.7 L
Closing Date
7 Apr 2026, 5:00 pmClosed
STAFF OFFICER (CIVIL), LINGARAJ AREA
SO (CIVIL), OFFICE OF THE GM, LINGARAJ AREA TALCHER, ANGUL_759102, ODISHA, INDIA
Extension and modification of Qtr. No. 2B/3 at Deulbera Colony for Tribunal Judicial Court under Lingaraj Area.
2026_MCL_357108_1
MCL/GM(LA)/e-Tender/ SO(C)/25-26/134 dt.19.03.2026
Open Tender
Civil Works - Buildings
Percentage
180 days
Lingaraj Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹2.7 L
25 Aug 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
23 Mar 2026 - 31 Mar 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 |
|---|---|---|---|---|---|
| - | Part A (Civil Portion) | - | - | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | cum | - | - |
| - | 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.All kinds of soil | - | cum | - | - |
| - | Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | - | - |
| - | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth: 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) | - | cum | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| - | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| - | Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| - | Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| - | Half brick masonry with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) | - | sqm | - | - |
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