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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-Finance | ₹21.8 L | L1 | Accepted-Finance QUOTED -0.100 PRECENT LESS.SUBJECTED FOR LOTERY |
| 2 | L1₹21.8 LAccepted-Finance AT PO TUREIKELA BLOCK TUREIKELA DIST BALANGIR PIN 767039 | TUREIKELA | BALANGIR | ODISHA | 767039 | ₹21.8 L | L1 | Accepted-Finance QUOTED -0.100 PRECENT LESS.SUBJECTED FOR LOTERY |
| 3 | L1₹21.8 LAccepted-Finance | ₹21.8 L | L1 | Accepted-Finance QUOTED -0.100 PRECENT LESS.SUBJECTED FOR LOTERY |
| 4 | L1₹21.8 LAccepted-Finance AT PO BANGOMUNDA DIST BALANGIR | BANGOMUNDA | BALANGIR | ODISHA | ₹21.8 L | L1 | Accepted-Finance QUOTED -0.100 PRECENT LESS.SUBJECTED FOR LOTERY |
| 5 | L1₹21.8 LAccepted-Finance | ₹21.8 L | L1 | Accepted-Finance QUOTED -0.100 PRECENT LESS.SUBJECTED FOR LOTERY |
Tender Value
₹21.9 L
EMD Value
₹21,867
Closing Date
21 Apr 2026, 5:00 pmClosed
BDO,TUREKELA
PANCHAYAT SAMITI,TUREKELA
Constrution of Office building and Godown at Chatuanka
2026_PRBTR_127931_9
01/2026-27/TKL
Open Tender
Civil Works - Buildings
180 days
TUREKELA
Please refer tender documents
2 documents required · 2 mandatory
₹6,000
BDO, TUREKELA
₹21,867
Yes
24 Apr 2026
8 Apr 2026
22 Apr 2026
8 Apr 2026
21 Apr 2026
8 Apr 2026
8 Apr 2026 - 20 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 |
|---|---|---|---|---|---|---|
| 1CIVIL WORK:-Earth work in excavation of foundation trenches in ordinary soil except sheet rock and boulders (requiring blasting) including dressing and leveling the bed upto the required depth and depositing the excavated materials away form the site with all leads and lifts. T & P shoring and shuttering if required etc. complete as directed by engineer- in charge. | ||||||
| 2.01 | Filling foundation and plinth with excavated material well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. depth and depositing the excavated materials away form the site with all leads and lifts. T & P shoring and shuttering if required etc. complete as directed by engineer- in charge. | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2.02 | Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3C.C.(1:4:8) using 40mm HG metal of approved quality from approved quarry incl. hoisting, compacting curing,finishing the exposed surface smooth, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials,cost of labour and T&p etc. all complete as per the direction of E.I.C. | ||||||
| 4.01 | Brick work with Flyash Bricks in cement mortar (1:6) inhaving crushing strength not less than 75.00 Kg/cm2 immerging the bricks in water not less than six hours with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 4.02 | Brick work with Flyash Bricks in cement mortar (1:6) inhaving crushing strength not less than 75.00 Kg/cm2 immerging the bricks in water not less than six hours with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 4.03 | Brick work with Flyash Bricks in cement mortar (1:6) inhaving crushing strength not less than 75.00 Kg/cm2 immerging the bricks in water not less than six hours with cost conveyance, royalty,taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge in super structure.( First floor) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 5.01 | R.C.C. work of M - 20 grade with 20 mm and down grade HGCB chips incl. hoisting, laying concrete in layers not exc. 15cm thick, compacting by means of vibrator, curing,finishing the exposed surface smooth, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials, cost of labour and T&p etc. all complete as per the direction of E.I.C. a) Bases of column,footing. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 5.02 | R.C.C. work of M - 20 grade with 20 mm and down grade HGCB chips incl. hoisting, laying concrete in layers not exc. 15cm thick, compacting by means of vibrator, curing,finishing the exposed surface smooth, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials, cost of labour and T&p etc. all complete as per the direction of E.I.C.(First Floor) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 6.01 | Rigid and smooth centering and shuttering of RCC work including false work. A.Column and Beam. | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
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