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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-AOC AT BARABODIA SALIPUR PO PATAPUR DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹24.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹24.6 LSame as L1Rejected-AOC APPOLO VIHAR CHANDRASEKHARPUR BBSR DIST KHORDHA | BHUBANESWAR | KHORDHA | ODISHA | ₹24.6 LSame as L1 | L2 | Rejected-AOC Rejected |
| 3 | L2₹24.6 LSame as L1Rejected-AOC AT HARIPUR PO KHADIANGA P S BADACHANA DIST JAJPUR | JAJPUR | ODISHA | ₹24.6 LSame as L1 | L2 | Rejected-AOC Rejected |
| 4 | L2₹24.6 LSame as L1Rejected-AOC AL BARBODIA PO PATPUR DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹24.6 LSame as L1 | L2 | Rejected-AOC Rejected |
| 5 | L2₹24.6 LSame as L1Rejected-AOC | ₹24.6 LSame as L1 | L2 | Rejected-AOC Rejected |
Tender Value
₹24.6 L
EMD Value
₹24,600
Closing Date
13 Apr 2026, 5:00 pmClosed
Executive Engineer,Div-III
Bikash Bhawan,Jagannath Lane,Badambadi-753012
Complete and Renovation of Changing Room of Chauliaganj Play Ground in Chauliaganj in Ward No.42.
2026_ORULB_126616_1
MC(CMC)CTC_Div-IIiNo39/2025-26
Open Tender
Civil Works - Others
Percentage
90 days
CMC
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,080
₹24,600
Yes
7 Jul 2026
30 Mar 2026
17 Apr 2026
30 Mar 2026
13 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 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 | |||||
| 2Dismantling G.C.I. or A.C. sheet roofing after carefully removing the bolts and nuts including stacking of he materials for reuse and removing the debris within 50m lead | |||||
| 3Removing old grading plaster from roof slab, cleaning the surface and removing the debris within 50m lead. | |||||
| 4Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead | |||||
| 5Removing old lime or cement plaster from walls including raking out joints 12 mm deep and removing the debris within 50m lead | |||||
| 6Scarping old paint with scapers or sand paper and washing with soap water and scaffolding charges any height. | |||||
| 7Fly ash bricks of 25cmx12cmx8cm. Size having crushing strength not less than 75 Kg/Sqcm. With dimensional tolerance +2%. percentin cement mortar (1:6) brick masonary in super structure . 1st floor | |||||
| 8Fly ash bricks of 25cmx12cmx8cm. Size having crushing strength not less than 75 Kg/Sqcm. With dimensional tolerance +2%. percentin cement mortar (1:6) brick masonary in super structure . 2nd floor | |||||
| 9LINTELS R.C.C work of prop M20 having minimum compressive strength (in work test) 200kg./cm2 in 15cm cubes at 28days after mixing and test conducted in accordance with I.S. 456 and I.S. 516using 12mm to 20mm size (1/2” to ¾”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hosting, lowering, laying and compacting concrete with vibrator, watering and curing for 28days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer in charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work completion in all respects as per direction of Engineer in charge but excluding cost of M.S rod / Tor steel and binding wires and labour . | |||||
| 10Chajja R.C.C work of prop M20 having minimum compressive strength (in work test) 200kg./cm2 in 15cm cubes at 28days after mixing and test conducted in accordance with I.S. 456 and I.S. 516using 12mm to 20mm size (1/2” to ¾”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hosting, lowering, laying and compacting concrete with vibrator, watering and curing for 28days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer in charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work completion in all respects as per direction of Engineer in charge but excluding cost of M.S rod / Tor steel and binding wires and labour . | |||||
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