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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.3 LAccepted-AOC AT SANDHAPUR PO GORUAL PS PURI SADAR DIST PURI PIN 752002 | PURI | PURI | ODISHA | 752002 | ₹36.3 L | L1 | Accepted-AOC The bidder has quoted the lowest rate among the bidder so that the work has been awarded to him |
| 2 | L2₹36.8 LRejected-AOC | ₹36.8 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹39.1 LRejected-AOC WARD NO 19 PO PURI PS KUMBHARAPADA DIST PURI PIN 752001 | PURI | PURI | ODISHA | 752001 | ₹39.1 L | L3 | Rejected-AOC Rejected |
| 4 | L4₹41.1 LRejected-AOC AT TERAGAON PO MAHAKALAPADA PS MARSHAGHAL DIST KENDRAPADA PIN 754224 | TERAGAON | KENDRAPADA | ODISHA | 754224 | ₹41.1 L | L4 | Rejected-AOC Rejected |
| 5 | L5₹41.7 LRejected-AOC AT MAHAMANGAPATNA AT PO SABADAPADA PS BALANGA DIST PURI PIN 752105 | PURI | ODISHA | 752105 | ₹41.7 L | L5 | Rejected-AOC Rejected |
Tender Value
₹55.9 L
EMD Value
₹55,888
Closing Date
8 Apr 2026, 5:00 pmClosed
Er.Soumya Ranjan Dwibedi
O/o the S E R and B Division Puri
Improvement of Shree Ram Temple to Helipad via PHD Office and Sadar Block from 0/100 km to 0/250 Km and 0/985 km to 1/451 km in the District of Puri under Sate Plan for the year 2025-26
2026_EICCL_127707_1
TCN No 68 of 2025-26
National Competitive Bid
Civil Works - Roads
30 days
Puri
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹55,888
Yes
27 May 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
8 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Providing and applying tack coat with bitumen at the rate of 0.20 Kg per SQm on the prepared bituminous surface cleaned including cost of carriage & Rayalty taxes etc complete as per direction of the Engineer-in-charge | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surface is not less than 1000C, producting 1 MM to 4mm over mastic surface etc complete as per direction of the Engineer-inn-charge | 1 | Sqm | 1 | ₹1 | - |
| 3 | Plain Cement Concrete M-20 Grade using 20mm down graded size hard granite crusher broken chips including ramming, watering curing, cost of conveyance and royality of all taxes of all materials labour with T&P required for the work etc complete as per directed by the Engineer-in-charge | 1 | Cum | 1 | ₹1 | - |
| 4 | Providing laying spreading 37.5mm thick built up spray grouting including scrapint cleaning the road surface applying tack coat using 3.0 Kg of bitumen for 10 Sqm and laying in layers 37.5mm thick layer using 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 kg penetration grade of bitumen for 10 Sqm in layer with 0.12 cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-charge | - | Sqm | 1 | - | - |
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