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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-Finance | ₹9.6 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹11.1 L+₹1.5 L (16.0%)Rejected-Finance GOA | SOUTH GOA | GOA | 403802 | ₹11.1 L+₹1.5 L (16.0%) | L2 | Rejected-Finance Higher Bidder |
Tender Value
₹12.0 L
EMD Value
₹23,972
Closing Date
3 Aug 2026, 9:00 amClosed
Executive Engineer-II
office of Executive Engineer, Works Division II (R), PWD, Panaji
Urgent Improvement of the side shoulder along Rural road from Naroa main road to Porne Tirth for the length of 0.47 km in V.P. Sao Mathias of Cumbharjua constituency in Tiswadi taluka.
2026_PWD_30713_1
PWD/DIV II/R/F-1/ASW/2026-27/10/Line2
Open Tender
Civil Works - Roads
Percentage
15 days
Panaji -Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,972
21 Aug 2026
29 Jul 2026
3 Aug 2026
29 Jul 2026
3 Aug 2026
29 Jul 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 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a)All kinds of soil | 225.6 | Cu.m. | 291 | ₹65,649.6 |
| 2 | 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) . | 225.6 | cu.m | 1,867 | ₹4,21,195.2 |
| 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. | 1,128 | Sq.m. | 631 | ₹7,11,768 |
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