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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Fee/PreQual/Technical/Finance | -32.20% | ₹6.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.7 L+₹56,384.63 (9.12%)Admitted-Fee/PreQual/Technical/Finance | -26.02% | ₹6.7 L+₹56,384.63 (9.12%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.0 L+₹83,482.10 (13.5%)Admitted-Fee/PreQual/Technical/Finance AT PO BARPALI DIST BARGARH | BARPALI | BARGARH | ODISHA | -23.05% | ₹7.0 L+₹83,482.10 (13.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.0 L+₹85,489.32 (13.8%)Admitted-Fee/PreQual/Technical/Finance WARD NO 01 AT P O P S BARPALI DIST BARGARH | BARPALI | BARGARH | ODISHA | -22.83% | ₹7.0 L+₹85,489.32 (13.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹7.4 L+₹1.2 L (19.5%)Admitted-Fee/PreQual/Technical/Finance | -18.99% | ₹7.4 L+₹1.2 L (19.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.1 L
EMD Value
₹9,124
Closing Date
17 Aug 2026, 5:00 pmClosed
SUPERINTENDING ENGINEER (R AND B) DIVISION BAR
O/O THE SUPERINTENDING ENGINEER (R AND B) DIVISION BARAGADA, AT-NEAR GOVT BUS STAND INFRONT OF WOMENS COLLEGE BARAGADA
BUILDING WORK
2026_EICCL_137768_1
IFB-SE PWD BGH No.05 OF 2026-27
Open Tender
Civil Works - Buildings
Percentage
120 days
BARPALI
PLEASE REFER THE TENDER DOCUMENTS
2 documents required · 2 mandatory
₹4,000
₹9,124
Yes
18 Aug 2026
4 Aug 2026
18 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
4 Aug 2026 - 17 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 | Earth work in excavation of foundation trenches in all Kindes of soil depositing the excavated materials with all leads and lifts T & P shoring & Shuttering if required etc. complete as directed by the E.I.C. | 17.96 | cum | 282.9 | ₹5,080.88 |
| 2 | Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T & P required for the work etc. complete | 9.37 | cum | 724.8 | ₹6,791.38 |
| 3 | Cement concrete (1:3:6) ) in foundation and floors i.e., below the base using crusher broken hard granite chips of 4 cm (1 ½ ) size including cost, conveyance, royalties and cost of all labour with T and P required for the work complete. | 1.63 | cum | 6,027.5 | ₹9,824.82 |
| 4 | Plain Cement concrete (1:2:4) using 20mm to 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 and taxes of all materials with labour and Tand P etc. required for the work complete. | 1.64 | cum | 7,815.7 | ₹12,817.75 |
| 5 | Reinforced cemnet concrete of M-20 grade as per approved designs and drawing having a minimum compressive strength (in work test) of 200kg/cm2 in 15 cm cubes at 28 days after mixing and test conduct in accordance with I.S 456 and I.S 516 using 12 mm to 20 mm. size black hard crusher broken granite chips (20 mm. size chips not to exceeds 25%) and screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture including hoisting,lowering, laying and compacting concrete by using vibrators, wateringand curring for 28 days, centering and shuttering then after dismantling and remoing debrish from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S rods or Tor steel tying the grills and placing in proper position as directed by the Engineer in charge.
Culumn Base | 4.68 | cum | 6,361.58 | ₹29,772.19 |
| 5.01 | Plinth bend | 1.89 | cum | 6,804.68 | ₹12,860.85 |
| 5.02 | Column in Super Structure | 5.45 | cum | 15,944.68 | ₹86,898.51 |
| 5.03 | Roof Beam | 3.13 | cum | 15,944.68 | ₹49,906.85 |
| 5.04 | Roof Slab | 0.23 | cum | 11,519.68 | ₹2,649.53 |
| 6 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.
[Vide AR (P) 52 item No.9] | 14.72 | qtl | 8,919.08 | ₹1,31,288.86 |
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