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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical H NO 327 MUNANG VADDO ASSAGAO BARDEZ MAPUSA | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical H NO 368 ZUAREM TUEM PERNEM GOA | Admitted-Fee/PreQual/Technical |
Tender Value
₹93.6 L
EMD Value
₹1.9 L
Closing Date
27 May 2026, 4:00 pmClosed
Executive Engineer, WDX, WRD
Works Division X, WRD, Pajimol, Sanguem, Goa
Improvement to the existingn SIP dam top road from check post 1 to check post 3 at Pajimol in Sanguem taluka
2026_WRD_29221_1
WDX/Accts./2026-27/e-02
Open Tender
Miscellaneous Works
Item Rate
20 days
Works Division X, WRD, Pajimol, Sanguem
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.9 L
7 Aug 2026
13 May 2026
29 May 2026
13 May 2026
27 May 2026
13 May 2026
| 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 | 9,860.4 | M2 | - | - |
| 2 | Removal of pot holes and depression by laying granitic or basaltic stone of 40mm/20mm/10mm/6mm nominal size in layer as per requirement including 80/100(or such bitumen material of grade and type as specified by the Engineer-in-Charge) at 68 kg/cu.m.(Average) on existing road surface including rolling etc. complete as per specification including cost of bitumen. | 44.23 | M3 | - | - |
| 3 | Providing 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. Bitumen 80/100 @0.375 Kg/Sq.m. | 9,860.4 | M2 | - | - |
| 4 | Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509. Grade - II (13mm nominal size)@6.0% Bitumen of Grade 60/70 a)Antistripping agent @0.5% of bitumen content. | 493.02 | M3 | - | - |
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