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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance AT PATRAKANA NEAR PADMESWAR MAHADEV P O ERANCH P S NIALI DIST CUTTACK PIN 754105 | CUTTACK | CUTTACK | ODISHA | 754105 | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹5.5 L+₹1.6 L (41.1%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹5.9 L+₹1.9 L (49.2%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5.9 L
EMD Value
₹5,900
Closing Date
8 Oct 2026, 5:00 pmClosed
Superintending Engineer, Phulbani (R and B) Divisi
O/o The Superintending Engineer, Phulbani (R and B) Division, Phulbani, Kandhamal, 762001
Constructio of two disable friendly toilets fro PWD Girl students
2026_EICCL_141790_1
SERBPLB1-10-2026-2027
Open Tender
Civil Works - Buildings
Percentage
60 days
Kandhamala, Phulbani
2 documents required · 2 mandatory
₹4,000
₹5,900
Yes
10 Oct 2026
28 Sept 2026
9 Oct 2026
28 Sept 2026
8 Oct 2026
28 Sept 2026
28 Sept 2026 - 8 Oct 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation inall kinds of soil including dressing and levelling the bed and depositing the soil within intial lead of 50m and intial lift of 1.5m as may be directed and providing shoring and shuttering and struts if necessary complete.
Footing for Tie Beam Ramp | 13.17 | cum | 282.9 | ₹3,725.79 |
| 2 | Supplying , filling in foundation and plinth with sand well watered and rammed in 22.5cm 9" layers with all leads and lifts cost , conveyance , labour, T and P etc. complete ( measurement will be taken on finished compacted section only)
Footing for Tie Beam, 1/3rd of item no. (1.00) , Flooring, Ramp. | 6.93 | cum | 620.6 | ₹4,300.76 |
| 3 | Cement concrete (1:3:6) in foundation and plinth with H.G.C.B. Metal of 4cm .( 1/2 inch) size including lowering,laying,cost,conveyance,royalties,taxes,labour,T and P watering, curing etc. complete. In all respect.
Footing for Tie Beam , Flooring , Ramp. | 2.4 | cum | 6,916.5 | ₹16,599.6 |
| 4 | Plain cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance , royalties of all materials with labour, labour cess and T and P etc. required for the work complete as per the direction ofthe Engineer-in-charge.
Flooring, Ramp. | 0.91 | cum | 8,431.9 | ₹7,673.03 |
| 5 | Reinforced cement concrete work of M20 with 12mm and 20mm size chips. For R.C.C work including cost of centering and shuttering charges.
(a) Footing ( Column upto plinth ) | 2.46 | cum | 7,232.1 | ₹17,790.97 |
| 5.01 | (b) Plinth Beam (L.W,C.W) | 0.99 | cum | 8,122.4 | ₹8,041.18 |
| 5.02 | © Column Above Plinth Level ( 0.300x0.300) | 1.62 | cum | 16,630.9 | ₹26,942.06 |
| 5.03 | (d) Roof Beam (0.300x0.300) | 0.69 | cum | 16,630.9 | ₹11,475.32 |
| 5.04 | (e) Roof Slab | 1.54 | cum | 14,565.3 | ₹22,430.56 |
| 5.05 | (f) Lintel | 0.2 | cum | 14,961.8 | ₹2,992.36 |
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finance_611012.pdf
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BOQ_611012.xls
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