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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC AT NUAGARH WARD NO 58 PO TELENGAPENTHA PS CUTTACK DIST CUTTACK 754001 ODISHA | CUTTACK | ODISHA | 754001 | ₹23.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹23.6 LRejected-AOC AT AT PO BASANDARA P S BIRIDI DIST JAGATSINGHPUR ODISHA | BHADRAK | ODISHA | 755007 | ₹23.6 L | L2 | Rejected-AOC Rejected |
| 3 | L2₹23.6 LRejected-AOC | ₹23.6 L | L2 | Rejected-AOC Rejected |
| 4 | L2₹23.6 LRejected-AOC AR NUAGARH PO TELENGAPENTHA DIST CUTTACK | CUTTACK | ODISHA | 752120 | ₹23.6 L | L2 | Rejected-AOC Rejected |
| 5 | L2₹23.6 LRejected-AOC AT BADHEI SAHI NACHHIPUR P O TELENGAPENTHA P S CUTTACK SADAR CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹23.6 L | L2 | Rejected-AOC Rejected |
Tender Value
₹23.6 L
EMD Value
₹23,700
Closing Date
18 Apr 2026, 5:00 pmClosed
Executive Engineer,Div-III
Bikash Bhawan,Jagannath Lane,Badambadi-753012
Construction of public toilet at Hadabai Thakurani in ward no 58.
2026_ORULB_127693_21
MC(CMC)CTC_Div-IIINo1/2026-27
Open Tender
Civil Works - Others
90 days
CMC
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,080
₹23,700
Yes
10 Jun 2026
7 Apr 2026
22 Apr 2026
7 Apr 2026
18 Apr 2026
7 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 |
|---|---|---|---|---|---|---|
| 1 | Earthwork in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stoney earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with all leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2 | Supplying and filling the foundation and plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per the direction of the Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 3 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 150 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 4 | First class Fly Ash brick work in cement mortar (1:6) in foundation and plinth with best quality bricks having crushing strength from 75kg/cm2 to 99kg/cm2, immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes moulding, chamfering, corbelling etc. complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer-in-charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 5 | R.C.C. work of M20 having minimum compressive strength (working stress) 200kg./cm2 in 15cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12mm to 20mm size (1/2” to 3/4”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, 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 complete in all respects as per direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. | - | Cum | - | - | BI01010001010000000000000515BI0100001124 |
| 6 | Grade Beam | - | Cum | - | - | BI01010001010000000000000515BI0100001125 |
| 7 | Column | - | Cum | - | - | BI01010001010000000000000515BI0100001126 |
| 8 | Lintel | - | Cum | - | - | BI01010001010000000000000515BI0100001127 |
| 9 | Chajja Inside | - | Sqm | - | - | BI01010001010000000000000515BI0100001128 |
| 10 | Roof Slab | - | Cum | - | - | BI01010001010000000000000515BI0100001129 |
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