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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹8.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L1₹8.4 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹8.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L1₹8.4 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹8.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L1₹8.4 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹8.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L1₹8.4 LAdmitted-Fee/PreQual/Technical/Finance AT PATHARAPENTHA PO BAHANAGA DIST BALASORE | BALASORE | ODISHA | +0.00% | ₹8.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹8.4 L
EMD Value
₹8,410
Closing Date
14 Aug 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION NO.II, BALASORE
Major Repair and Renovtion at Bahanaga PHC Building for the year 2026-27 - 42/6764
2026_CERWI_137776_1
E-TCN No.04 of 2026-27-45
Open Tender
Civil Works - Buildings
Percentage
30 days
Balasore
2 documents required · 2 mandatory
₹4,000
₹8,410
Yes
22 Aug 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
1 Aug 2026 - 13 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 | 2.5cm thick grading concrete (1:2:2) on roof slab with 12mm & down graded size hard granite chips including cost of chicken wire mesh and water proofing compound on old work per Sqm | - | Nos | 415.21 | - |
| 2 | Earth work in ordinary soil in excavation of foundation trenches within 50 meter initial lead and 1.5mt. Intial lift including rough dressing and levelling the bed including all labour, T&P etc. complete as directed by the Engineer in Charge | 1 | Cum | 210.51 | ₹210.3 |
| 3 | Filling Foundation and Plinth with sand watered and rammed etc as pe the direction of the Engineer-in charge. | 1 | Cum | 1,218.91 | ₹1,217.69 |
| 4 | Cement concrete (1:3:6) with 4cm hard granite metal per 1 cum. | 1 | Cum | 6,715.51 | ₹6,708.79 |
| 5 | Cement concrete (1:2:4) with 12mm hard granite chips(Crusher broken) per 1 cum. | 1 | Cum | 8,381.37 | ₹8,372.99 |
| 6 | Fly Ash Brick (23x11x8cm) size having crushing strength not less than 75kg/ cm2 with cement mortar (1:6) in Superstructure per cum as directed by the Engineer-in-charge. | - | Cum | 5,837.18 | - |
| 7 | 12mm thick plaster (1:6) for brick work. | - | Sqm | 200.11 | - |
| 8 | R.C.C. work with M-20 grade In Different Works having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position. | - | Cum | 14,282.51 | - |
| 9 | Straightening cutting, bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S. rods or tor confirming to I.S. 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C. works including cost, conveyance and taxes of M.S. rods or tor steel and binding wires of 18 to 20 gauge and cost of all labour with all T&P required for the work etc. complete as directed by the Engineer- in-Charge. | - | Qtl | 1,673.07 | - |
| 10 | Supplying, fitting & fixing of Granite tiles on floor including of all cost, conveyance etc all complete. | - | Sqm | 2,041.13 | - |
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