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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance AT CHICHIPUR P O SASHANGAC P S DELANG DIST PURI PIN 752016 | PURI | PURI | ODISHA | 752016 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance AT BERABAO P O BERABAO P S DELANG DIST PURI PIN 752016 | BERABAO | PURI | ODISHA | 752016 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹14.4 L
EMD Value
₹14,380
Closing Date
14 May 2026, 5:00 pmClosed
BDO DELANGA
PANCHAYAT SAMITI DELANGA
CONSTRUCTION OF ACR_1 BUILDING AT KHETRAPAL NUPS IN HAKAPADA VILLAGE OF JEANAPUR GP UNDER DELANGA BLOCK OF PURI DISTRICT
2026_ZPDLB_128420_2
BID ID NO PSD-2/2026-27
National Competitive Bid
Civil Works - Buildings
Percentage
120 days
PANCHAYAT SAMITI DELANGA
PLEASE REFER DTCN
3 documents required · 3 mandatory
₹7,080
₹14,380
Yes
15 May 2026
24 Apr 2026
15 May 2026
24 Apr 2026
14 May 2026
24 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 of foundation trenches in hard soil including dressing of sides and levelling the bed within 50m initial lead & 1.5m initial lifts with sundries & T&P requried for the work complete | 0.23 | CUM | - | - |
| 2 | Filling foundation and plinth with sand well watered and rammed (per Cum.)including all costs of labour, T&P etc. complete as per direction of EIC. | 0.98 | CUM | - | - |
| 3 | Providing & laying PCC (1:3:6) with 40mm size black hard granite metal in including all labour, materials & royality etc. complete as per direction of EIC. | 0.48 | CUM | - | - |
| 4 | R.C.C. work M-20 grade using 20mm.and down grade HBG crusher broken chips including hoisting,laying, cost,conveyance and royality of materials Including centring and shuttering etc. complete as per direction of Engg-in-Charge . A. COLUMN BASE | 0.68 | CUM | - | - |
| 5 | PLINTH BAND | - | CUM | - | - |
| 6 | COLUMN & BEAM(G.FLOOR) | 7.82 | CUM | - | - |
| 7 | LINTEL(G.FLOOR) | 1 | CUM | - | - |
| 8 | CHAJJA(G.FLOOR) | 1 | SQM | - | - |
| 9 | ROOF SLAB (G.FLOOR) | 0.8 | CUM | - | - |
| 10 | Supplying,fitting and placing uncoated HYSD bar reinforcement as per drawing and technical specification including cost,conveyance and all taxes of steel and binding wire etc.complete as per direction of Engg-in-Charge .(G.FLOOR) | 0.05 | QNTL | - | - |
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DTCN.pdf
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BOQ_588583.xls
BOQ • 1.36 MB
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