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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹81.6 LAdmitted-Finance | -22.07% | ₹81.6 L | L1 | Admitted-Finance |
| 2 | L2₹81.6 L+₹7,325.42 (0.09%)Admitted-Finance | -22.00% | ₹81.6 L+₹7,325.42 (0.09%) | L2 | Admitted-Finance |
| 3 | L3₹83.7 L+₹2.2 L (2.66%)Admitted-Finance AT KALIDASPUR PO BALIMED PS NAIKANIDIHI DIST BHADRAK PIN 756131 | BHADRAK | ODISHA | 756131 | -20.00% | ₹83.7 L+₹2.2 L (2.66%) | L3 | Admitted-Finance |
| 4 | L4₹85.8 L+₹4.3 L (5.24%)Admitted-Finance | -17.99% | ₹85.8 L+₹4.3 L (5.24%) | L4 | Admitted-Finance |
| 5 | L5₹89.0 L+₹7.4 L (9.09%)Admitted-Finance KHATI SAHI PO CHILIKA NUAPADA DS KRUSHNA PRASAD GANJAM ODISHA PIN 752011 | PURI | ODISHA | 752011 | -14.99% | ₹89.0 L+₹7.4 L (9.09%) | L5 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹1.1 L
Closing Date
16 Apr 2026, 5:30 pmClosed
EXECUTIVE OFFICER NAC DIGAPAHANDI
NAC OFFICE DIGAPAHANDI
Construction Of Boundary Wall and Fixing Of M S Gate At Charidham Park Digapahandi NAC Ganjam
2026_ORULB_127592_1
DIGNAC-10/2025-26
Open Tender
Civil Works - Others
Percentage
180 days
NAC DIGAPAHANDI
Construction Of Boundary Wall and Fixing Of M S Gate At Charidham Park Digapahandi NAC Ganjam
2 documents required · 2 mandatory
₹10,000
₹1.1 L
Yes
4 May 2026
27 Mar 2026
18 Apr 2026
27 Mar 2026
16 Apr 2026
27 Mar 2026
27 Mar 2026 - 30 Mar 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 |
|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Earth work in excavation of foundation trenches in all kids of soil including dressing and leavelling the bed upto the required depth and depositing the excaveted materials with all leads & lifts T&P Shoring and shuttering watering if necessary etc. complete as per directed by the Engineer-in-charge | 1 | CUM | - | - |
| 1.02 | Backfilling available excavated earth (excluding rock) in trenches , plinth , sides of foundations etc.in layers not exceeding 20cm in depth , consoildating each deposited layer by ramming and watering , lead upto 50m and lift upto 1.5m | 1 | CUM | - | - |
| 1.03 | Supplying and filling foundation and plinth with sand watered and rammed including cost, conveyance, royalties and taxes of all materials and cost of all labour, T&P required for the work etc. complete (measurement will be taken on finished compacted section only) as directed by the Engineer-in Charge. | - | CUM | - | - |
| 1.04 | Cement concrete (1:4:8) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge . | - | CUM | - | - |
| 1.05 | R.C.C. work M-20 in grade having a minimum compressive strength (in work test) 150 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. all complete but excluding the cost & conveyances of steel reinforcement as directed by the Engineer-In-Charge. | - | - | - | - |
| 1.06 | (A) Column Base | - | CUM | - | - |
| 1.07 | (B) Plinth Beam | 1 | CUM | 1 | ₹1 |
| 1.08 | (C) Column | - | CUM | - | - |
| 1.09 | Supplying Cutting,bending un- coated HYSD bars,for reinforcement tying the grills and placing in position as required for the RCC works and for providing fan hooks hoisting and lowering,laying including cost,conveyance & taxes of SYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills . | 0.6 | QNTL | 1 | ₹0.6 |
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