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Tender Value
₹89.8 L
EMD Value
₹89,800
Closing Date
20 Jun 2026, 5:00 pm
CHIEF ENGINEER OPHWC
OPHWC BHUBANESWAR
Building Work
2026_OSPHW_130188_4
03/OPHWC/2026-27
National Competitive Bid
Civil Works - Buildings
150 days
CUTTACK
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹89,800
Yes
30 May 2026
30 May 2026
22 Jun 2026
30 May 2026
20 Jun 2026
30 May 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 | MIS-CVL-BOUNDARYWA | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 50000003
Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.
Ground Floor | 7.13 | CUM | 5,628.33 | ₹40,129.99 | BI01010001010000000000000515BI0100001114 |
| 3 | 50000017
Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.
Ground Floor | 23.16 | CUM | 662.4 | ₹15,341.18 | BI01010001010000000000000515BI0100001115 |
| 4 | 50000020
12mm thick cement plaster in cement mortar 1:6 (1cement:6sand) including necessary scaffolding curing etc. all complete at all depth and height.
Ground Floor | 139.65 | SQM | 185.64 | ₹25,924.63 | BI01010001010000000000000515BI0100001116 |
| 5 | 50000022
16mm thick cement plaster in cement mortar 1:6 (1 cement:6 sand) including necessary scaffolding curing etc. all complete at all depth and height.
Ground Floor | 119.7 | SQM | 269.66 | ₹32,278.3 | BI01010001010000000000000515BI0100001117 |
| 6 | 50000490
Fly Ash brick masonry in cement mortar 1:6 (1 cement:6 sand) using Fly Ash bricks of 25cm x 12cm x 8cm having crushing strength not less than 75kg. per sq. cm with dimensional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials and cost of labour etc. complete. In Superstructure.
Ground Floor | 29.93 | CUM | 5,501.35 | ₹1,64,655.41 | BI01010001010000000000000515BI0100001118 |
| 7 | 50001242
"Earth work in ordinary soil within 50m. initial lead and 1.5m. initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm. and laying and layers not exceeding 0.3m. in depth. "
Ground Floor | 48.08 | CUM | 203.9 | ₹9,803.51 | BI01010001010000000000000515BI0100001119 |
| 8 | 50010170
Single under reamed bore compaction pile foundation with R.C.C. M20 using 12mm size black hard granite (crusher broken)stone chips including cost of boreholes but excluding cost of M.S. rod/Tor steel and labour charges for cutting, bending and binding of steel. 300 mm dia and 6 metre long.
Ground Floor | 42 | NO | 6,363.57 | ₹2,67,269.94 | BI01010001010000000000000515BI0100001120 |
| 9 | 50010372
Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR RCC COLUMNS)
Ground Floor | 2.76 | CUM | 18,005.12 | ₹49,694.13 | BI01010001010000000000000515BI0100001121 |
| 10 | 50010396
Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR COLUMN FOOTING)
Ground Floor | 11.48 | CUM | 6,299.33 | ₹72,316.31 | BI01010001010000000000000515BI0100001122 |
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BOQ • 0.42 MB
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