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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹1.7 Cr+₹51,990.70 (0.31%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹1.7 Cr+₹9.5 L (5.76%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Rejected-Technical SARGIGUDA TITILAGARH BALANGIR ODISHA 767033 | BALANGIR | ODISHA | 767033 | - | Rejected-Technical Insufficient Combined Bid Capacity and insufficient Combined Similar Nature of Works |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
2 Sept 2026, 5:00 pmClosed
Chief Construction Engineer, R.W.Circle, Bolangir
RURAL WORKS CIRCLE , BOLANGIR
Construction of R.W.Division office Building at Titilagarh in the district of Bolangir for the year 2026-27
2026_CERWI_139514_1
BLGR-ONLINE-18-2026-27
National Competitive Bid
Civil Works - Buildings
Percentage
270 days
Titilagarh
3 documents required · 3 mandatory
₹10,000
₹1.6 L
Yes
3 Oct 2026
24 Aug 2026
3 Sept 2026
24 Aug 2026
2 Sept 2026
24 Aug 2026
24 Aug 2026 - 1 Sept 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 | Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment) including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge.(Ground Floor) | 275 | sqm | 138 | ₹37,950 |
| 2 | Earth work in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge.(Ground Floor) | 228.87 | cum | 282.9 | ₹64,747.32 |
| 3 | Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge (Ground Floor) | 162.04 | cum | 765 | ₹1,23,960.6 |
| 4 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.(Ground Floor) | 37.91 | cum | 4,794.7 | ₹1,81,767.08 |
| 5 | 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 and taxes of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge.(Ground Floor) | 37.26 | cum | 6,269.9 | ₹2,33,616.47 |
| 6 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. 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 (A) COLUMN BASE FOOTING) Ground Floor | 36.63 | cum | 4,991.4 | ₹1,82,834.98 |
| 7 | B) COLUMN SUPER STRUCTURE (Ground Floor) | 9.92 | cum | 14,367.9 | ₹1,42,529.57 |
| 8 | First Floor | 7.22 | cum | 16,443 | ₹1,18,718.46 |
| 9 | Second Floor | 6.57 | cum | 18,926.9 | ₹1,24,349.73 |
| 10 | Head Room | 1.01 | cum | 21,900.3 | ₹22,119.3 |
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