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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | -20.00% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.8 CrAdmitted-Finance GOKULAM TARA NAGAR SANKHALI GOA | SOUTH GOA | GOA | 403103 | -20.00% | ₹1.8 Cr | L1 | Admitted-Finance |
Updated dates
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
2 Mar 2026, 3:00 pmClosed
EXECUTIVE ENGINEER WD XIII(R), PWD MAPUSA GOA
EXECUTIVE ENGINEER WD XIII(R), PWD MAPUSA GOA
Milling of roads tendered for reinstatement dugged for laying utilities at Angod and adjoining areas in Mapusa Constituency.
2026_PWD_27899_1
6/4/PWD-WD-XIII (R)/ASW/41/2025-26L4
Open Tender
Civil Works - Roads
90 days
MAPUSA
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
₹4.6 L
5 Mar 2026
21 Feb 2026
4 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
Miling of bituminous pavement upon depth of 100 mm by cold miling machine including all levelling and slope sensors, self-loading of milled material by discharge conveyor onto transport vehicles directed by Engineer in Charge.
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
Earthwork in excavation for roadway as per drawing and specification, in all types of strata comprising any of the material such as soil, silt, sand, clay, gravel, murrum of all varieties, shingles, pebbles all types of conglomerates, laterites rock, etc soft rock, ordinary rock or disintegrated rock fissured shattered/ decomposed rock or weathered rock all such material as described under appendix to those specification either in full or in parts as the case may be adopting mechanical means (hydraulic excavator) or any approved method or methods as the case may be convenient or permitted inclusive of chiseling and wedging etc in all conditions such as dry, moist,saturated, submerged, foul condition etc including setting out, construction of shoringand bracing, removal of stumps and other deleterious matter, dressing sides, ramming of bottoms,getting out the excavated soil/rock to be leveled and neatly dressed, pumping and bailing out of water, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work, barricading, danger lightening, guarding and disposal of excavated earth as directed by the engineer in charge all complete including all leads and lifts and upto depth of excavation as per MORT&H Specification 301.
Construction of granular sub-base by providing coarse graded granitic or baslitic material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per MORTH Specification 401>For Grading I Material
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>By Manual Means>Grade - I
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>By Manual Means>Grade - II
Transportation and Carriage of Materials (A) By tipper truck including loading, unloading and stacking ( ii ) Earth
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