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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical AT NABAKALEBARA ROAD PURI ODISHA 752002 | PURI | ODISHA | 752002 | Accepted-Technical has fulfilled all the criteria as per the Tender documents and standard guidelines |
| 2 | Accepted-Technical PLOT NO 3744 2 SRIRAM NAGAR OLD TOWN BHUBANESWAR 2 | BALESHWAR | ODISHA | 756001 | Accepted-Technical has fulfilled all the criteria as per the Tender documents and standard guidelines |
| 3 | Accepted-Technical MAHAVIR NAGAR SAMANTARAPUR BHUBANESWAR 2 | KHORDHA | ODISHA | 751001 | Accepted-Technical has fulfilled all the criteria as per the Tender documents and standard Guidelines |
| 4 | Accepted-Technical B 121 BHIMATANGI HOUSING BOARD BHUBANESWAR 751002 | KHORDHA | ODISHA | 751002 | Accepted-Technical has fulfilled all the criteria as per the Tender documents and standard guidelines |
Tender Value
Refer Docs
EMD Value
₹85,545
Closing Date
9 Jul 2026, 3:00 pmClosed
Superintending Archaeologist Puri Circle
O/o Superintending Archaeologist, Archaeological Survey of India, Puri Circle, Bhubaneswar, Puratattva Bhawan, (3rd Floor), Samantarapur, Old Town, Bhubaneswar PIN- 751002
SR TO STRUCTURAL STRENGTHENING OF THE DISTRESSED TEMPLE PROTECTION WALL WITH REPAIRS OF STEPS AND GUARD WALL AT THE TOP OF THE CHANDRA SEKHAR JEW TEMPLE, KAPILASH, DHENKANAL
2026_ASI_913702_1
5/1/41/PURI/W/26-27-644
Open Tender
Civil Works - Others
Works
90 days
Kapilash
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹85,545
Yes
4 Sept 2026
18 Jun 2026
10 Jul 2026
18 Jun 2026
9 Jul 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing stone rubble masonry manually/by mechanical means including stacking of the serviceable material and disposal of unserviceable materials within 50 meter lead as per the direction of the Engineer In-Charge | 19 | Cum | 100 | ₹1,900 |
| 2 | Dismantling of old plaster or skirting racking out joints and cleaning of the surface for plaster including disposal of rubbish to the dumping ground within 50 mtr lead. | 99.38 | Sqm | 100 | ₹9,938 |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone – 3) derived from natural source : 6 graded stone aggregates 20 mm nominal size derived from natural source. | 6.75 | Cum | 100 | ₹675 |
| 4 | Provision for laying of Khandolite stone blocks with 40 mm thick cement sand mortar with all complete as per the direction of the Engineer In-charge | 92.94 | Cum | 100 | ₹9,294 |
| 5 | Racking out of stone joints of stone masonry surface to the required width and depth with due care and precaution by mechanical / manually means including preparing and cleaning the surface for re-pointing/refilling of joints including disposal of rubbish to the dumping ground within 50 mtr etc. complete as per the direction of the Engineer In-charge. | 619.6 | Sqm | 100 | ₹61,960 |
| 6 | Provision for polymer modified cementious (PMC) joint sealant with 8 % polymer loading. The sealant mix should be ordinary port land cement (OPC) khandolite stone dust and acrylic based polymer emulsion in the ratio of 1:2:2 by weight appropriate dose of non-shrink compound. The solid resin content in the acrylic based resin emulsion should be minimum 40. | 619.6 | Sqm | 100 | ₹61,960 |
| 7 | Provision for 20 mm cement sand plaster in ratio 1:6 (1 cement : 6 coarse sand) | 137.78 | Sqm | 100 | ₹13,778 |
| 8 | Provision for shifting and cleaning of dismantled stone pieces, debris, concrete pieces from work site to Temple main entrance gate by head load with 200 mtr. lead. | 19 | Cum | 100 | ₹1,900 |
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