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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC A 3 NEAR GRP QUARTERS ALTINHO PANAJI GOA | ₹10.6 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹10.8 L+₹15,296.86 (1.44%)Rejected-Finance GOA GOA | NORTH GOA | GOA | 403505 | ₹10.8 L+₹15,296.86 (1.44%) | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹10.1 L
EMD Value
₹20,261
Closing Date
14 Feb 2026, 3:00 pmClosed
Commissioner
Office of the Commissioner , Corporation of the City of Panaji, Panaji Goa
Repairs to existing road and pavement at Dando, Caranzalem in ward no. 3
2026_COCP_27571_1
F10/CCP/TECH/TEND/25-26/8743 L2
Open Tender
Civil Works
Works
180 days
Panaji
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹20,261
28 Jul 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
14 Feb 2026
4 Feb 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 | Cleaning of the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. complete | 34.5 | m2 | 6 | ₹207 |
| 2Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. | |||||
| 2.01 | Bitumen 80/100@ 0.375 kg/sq.m | 34.5 | m2 | 29 | ₹1,000.5 |
| 3 | Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. | 149.5 | m2 | 631 | ₹94,334.5 |
| 4 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including
spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | 23 | m3 | 1,867 | ₹42,941 |
| 5 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 23 | m3 | 245 | ₹5,635 |
| 6Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: | |||||
| 6.01 | Ordinary soil | 432 | m2 | 48 | ₹20,736 |
| 7 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete | 64.8 | m3 | 2,211 | ₹1,43,272.8 |
| 8Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
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