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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-Finance | ₹15.9 L | L1 | Accepted-Finance Accepted |
| 2 | L1₹15.9 LRejected-Finance | ₹15.9 L | L1 | Rejected-Finance Rejected |
| 3 | L1₹15.9 LRejected-Finance R O COPRIMODDI ASSOLDA CHANDOR SOUTH GOA | ₹15.9 L | L1 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical H NO 259 C CAMORLIM LOUTOLIM SALCETE GOA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹19.9 L
EMD Value
₹39,784
Closing Date
29 May 2026, 3:00 pmClosed
Executive Engineer VI
Executive Engineer WDVI, PWD, Fatorda.
Maintenance of roads at various places in V.P. Deussua and Chinchinim in Velim Constituency.
2026_PWD_29383_1
F-3/PWD/WDVI/ASW/04/2026-2027/ Line 2
Open Tender
Civil Works - Roads
Percentage
180 days
Velim
As per NIT
4 documents required · 4 mandatory
₹5,000
₹39,784
1 Sept 2026
22 May 2026
1 Jun 2026
22 May 2026
29 May 2026
23 May 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 | 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. | 1,839 | sq.m. | 631 | ₹11,60,409 |
| 2 | Providing 20mm thick premix bituminious carpet surface using mini hotmix plant at site with 2.7 cu.m. of stone aggregate comprising (stone chipping 13.2 mm size, passing 22.4 mm sieve and retained on 11.2 mm sieve@ 0.18 cu.m./ 10 sq.m.are and stone chipping-11.2 mm size, passing 13.2mm sieve and retained 0n 5.6 mm sieve@ 0.09 cu.m./10 sq.m.) of hot bitumen straight run 80/100 at 14.6kg/10 sq.m. area(or such bituminious material of grade and type as specified by the Engineer-in-charge) per cu.m. of stone aggregate including all carriages.
On existing black top surface including tack coat of hot bitumen of approved quality at 2.5 kg/10 sq.m. complete. | 2,519 | sq.m. | 269 | ₹6,77,611 |
| 3 | 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 or B seal coats as per MoRT&H specifications clause 513.
Type-B( bnitumen of grade 80/100at 6.8 kgs/10 sqm) | 2,519 | sq.m. | 60 | ₹1,51,140 |
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