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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.4 LAdmitted-Finance H NO 98 SAWANTWADA PALOLEM CANACONA GOA | CANACONA | GOA | L1 | Admitted-Finance | ||
| 2 | L1₹15.4 LAdmitted-Finance H NO 259 C CAMORLIM LOUTOLIM SALCETE GOA | L1 | Admitted-Finance |
Tender Value
₹19.3 L
EMD Value
₹38,501
Closing Date
4 Mar 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Works Division XXV
THE EXECUTIVE ENGINEER(R), DIV XXV PWD, FATORDA
Black topping road from MDR-49 to Guraval in V.P. Agonda in Canacona .
2026_PWD_27859_1
PWD/WDXXV/ASW/F-2/25-26/28 Line 2 dt 19/02/2026
Open Tender
Civil Works - Roads
Percentage
30 days
THE EXECUTIVE ENGINEER(R), DIV XXV PWD, FATORDA MA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹38,501
12 Mar 2026
19 Feb 2026
5 Mar 2026
19 Feb 2026
4 Mar 2026
19 Feb 2026
Scarifying the existing granular road by manual means surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres as per MORTH Specification 305.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404.Grade - II.
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.
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