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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.4 LAccepted-AOC PLOT NO 13 FLAT NO 302 JAYADURGA NAGAR BOMIKHAL NEAR SAI TEMPLE BHUBANESWAR 751006 | BHUBANESWAR | KHORDHA | ODISHA | 751006 | 1 | Accepted-AOC L1 | |
| 2 | 2₹31.1 L+₹1.7 L (5.89%)Rejected-Finance | 2 | Rejected-Finance As per rate quoted | |
| 3 | 3₹34.2 L+₹4.8 L (16.4%)Rejected-Finance AT BADALA PANCHBATIA PO BADALASASAN PS BALIPATNA DIST KHORDHA PIN 752106 | PURI | ODISHA | 752106 | 3 | Rejected-Finance As per rate quoted | |
| 4 | 4₹34.6 L+₹5.2 L (17.7%)Rejected-Finance | 4 | Rejected-Finance As per rate quoted | |
| 5 | 4₹34.6 L+₹5.2 L (17.7%)Rejected-Finance | 4 | Rejected-Finance As per rate quoted |
Tender Value
₹34.6 L
EMD Value
₹34,602
Closing Date
12 Aug 2026, 5:00 pmClosed
BLOCK DEVELOPMENT OFFICER BALIPATNA
PANCHAYAT SAMITI BALIPATNA
CONSTRUCTION OF SUB-CENTRE BUILDING AT BASANTAMALA OF KURUNJIPUR GP
2026_PRBLP_129610_1
2/BPS/2026-27
Open Tender
Civil Works - Buildings
Percentage
180 days
BASANTAMALA OF KURUNJIPUR GP
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹34,602
Yes
21 Oct 2026
28 Jul 2026
14 Aug 2026
28 Jul 2026
12 Aug 2026
3 Aug 2026
28 Jul 2026 - 10 Aug 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 | Earthwork in excavation in foundation in hard soil with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge. | 87.14 | One cum | 276.89 | ₹24,128.19 |
| 2 | Supplying & filling in foundation and plinth with sand not exceeding 23.0 cm thick in layers including watering and ramming with the cost conveyance royalities, taxes of the materials and labour with T&P required for the work etc. complete (Measurement will be taken on finished compacted section) only. As directed by EIC. | 72.23 | One cum | 529.79 | ₹38,266.73 |
| 3 | Cement concrete of proportion (1:3:6) in foundation using 4cm.size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. thick to the required level ramming watering and curing etc. complete including cost and conveyance of all materials with all taxes and royalities and all labour with T&P required for the work etc. complete, including dewatering if required. As directed by the EIC. | 24.13 | One cum | 6,264.33 | ₹1,51,158.28 |
| 4 | R.C.C. work oF M20 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying, having a minimum compressive strength ( in work test) of 200Kg/cm sqm in 15cm. Cubes at 28 days with IS 456 and 516 using 10mm to 20mm. size (20mm. Not to exceed 25%) hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying and compacting concrete watering an curing for 4 weeks, (Including cantering, shuttering) and finishing the exposed surfaces smooth with cost, conveyance, royalities and taxes of all materials and labour with T&P required for the work etc. complete in all respect but excluding the cost and conveyance M.S. rods or Tor steel and binding wire of 18 to 20 guage and labour charges for straightening, cutting ,bending, binding etc. of the M.S. rods or tor steel land binding wire of 18 to 20 guage and labour charges for straightening, cutting, bending, binding etc. of the M.S. rods or tor steel and binding wire and tying the grills and placing in proper position. As directed by EIC.A.Ground Floor.column base. | 17.32 | cum | 6,703.69 | ₹1,16,107.91 |
| 5 | B. Column | 5.78 | One cum | 15,966.6 | ₹92,286.95 |
| 6 | C. Plinth Beam | 5.97 | One cum | 7,574.03 | ₹45,216.96 |
| 7 | D. Lintal | 2.62 | One cum | 14,367.1 | ₹37,641.8 |
| 8 | E Chaja Of the Building | 1.17 | One cum | 19,227.59 | ₹22,496.28 |
| 9 | F. Beam | 5.09 | One cum | 15,966.6 | ₹81,269.99 |
| 10 | G. Roof Slab | 13.44 | One cum | 13,951.58 | ₹1,87,509.24 |
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