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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.0 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹23.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L1₹23.0 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹23.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L1₹23.0 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹23.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L1₹23.0 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹23.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L1₹23.0 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹23.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹23.0 L
EMD Value
₹22,974
Closing Date
24 Apr 2026, 5:00 pmClosed
Block Development Officer, Rengali
Panchayat Samiti office Rengali
Construction of GPLF Office Building With Market Complex at GP Level at Ghichamutra GP
2026_PRREN_127861_1
P.S/REN/SBP/DEV/01/2026-27
Open Tender
Civil Works - Buildings
Percentage
Ghichamura
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Block Development Officer
₹22,974
Yes
28 Apr 2026
9 Apr 2026
28 Apr 2026
9 Apr 2026
24 Apr 2026
9 Apr 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 hard soil or gravelly soil within 50m initial lead & 1.50m initial lift includind rough dressing & breaking clods to maximum 5cm to 7cm laying in layernot exceeding 0.30m in deoth and as per the direction of the Engineer -in-charge. | - | Cum | 1 | - |
| 2Filling foundation & Plinth with sand watered & rammed including cost,carriage and royality etc comp. | |||||
| 3 | Cement Concrete of proportion (1:4:8) with 40mm & downgraded size H.G. metal for foundation concrete approved quarry including hoisting, lowering and laying concrete to the required level ramming, watering, curing etc. coplete including cost, conveyance & royalty of materials with all labour charges complete and as per the direction of the Engineer-in-charge | 1 | Cum | - | - |
| 4Brick work with Fly Ash Brick masonry in C.M.(1:6)in foundation and Plinth of size 23cmX11cmX8cm having crushing strength not less then 75kg/cm2 with dimensional tolerance + 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curring after immersing the bricks in water at least for six hours before use including cost, conveyancee & royalty of materials with labour chares etc complete in all respect.cost,carriage,royality & all taxes etc complete as per the direction of the Engineer-in-charge | |||||
| 5Brick work with Fly Ash Brick masonry in C.M.(1:6)in Superstructure of size 23cmX11cmX8cm having crushing strength not less then 75kg/cm2 with dimensional tolerance + 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curring after immersing the bricks in water at least for six hours before use including cost, conveyancee & royalty of materials with labour chares etc complete in all respect.cost,carriage,royality & all taxes etc complete as per the direction of the Engineer-in-charge. | |||||
| 6 | R.C.C. M-20 work with cement concrete with crushed granite 20mm down grade course aggregate of approved quality mixing by concrete mixer including hoisting, lowering and laying the concrete in position to proper slope and level and compacting by vibrators in layers not exceeding 0.15m depth including watering curing for required period 28days, centering & shuttering and finishing exposed surface smooth providing grooves wherever necessary including cost, conveyance, royalty and other taxes of all materials required for this item including hire and running charges of the machineries complete as directed by the Engineer-in-Charge. | - | Cum | 1 | - |
| 7 | Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415), cutting, bending, cracking, hooking, welding or joining (if requred), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works including cost, conveyance and taxes of MS rod or HYSD steel and binding wires of 18 to 20 gauge and labour charges required for the work etc complete as per the direction of the Engineer-in-charge | - | Cum | 1 | - |
| 8.1 | Rigid and smooth centring & shuttering for RCC works I) RCC Beams and Columns (Super- structure) | - | Sqm | 1 | - |
| 8.2 | II) R.C.C.Lintels | 1 | Sqm | 1 | ₹1 |
| 8.3 | III) R.C.C. floor,roof slab,landings, balconies, projecting, sun shade and chajjas up to 4.3m ht. | - | Sqm | - | - |
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