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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance H NO 1354 5 BANDORA PONDA GOA | ₹1.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 Cr+₹38.1 L (21.9%)Rejected-Finance SHOP NO S 1 SAYYADRI ENCLAVE BUILDING C GROUND FLOOR DURGABHAT PONDA GOA | PONDA | GOA | ₹2.1 Cr+₹38.1 L (21.9%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.6 Cr+₹82.5 L (47.5%)Rejected-Finance | ₹2.6 Cr+₹82.5 L (47.5%) | L3 | Rejected-Finance L3 |
Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
22 Jul 2026, 3:00 pmClosed
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Resurfacing of rural roads for a length of 5.01Km at Sonarbhag in V.P. Usgaon Ganjem in Valpoi Constituency.
2026_PWD_30159_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/12/2026-27 LINE-1
Open Tender
Civil Works
Percentage
270 days
Sonarbhag in V.P. Usgaon Ganjem
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹4.3 L
12 Aug 2026
8 Jul 2026
24 Jul 2026
8 Jul 2026
22 Jul 2026
8 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 |
|---|---|---|---|---|---|
| 1Providing 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. | |||||
| 1.01 | Bitumen 80/100 @ 0.20 kg/sq.m | 39,707 | Sq m | 17 | ₹6,75,019 |
| 2Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with Mechanical paved finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction,using antistripping agent complete as per MoRT&H Specifications Clause 504 | |||||
| 2.01 | Grade-II (19mm nominal size)@3.3% of Bitumen-mix | - | - | - | - |
| 2.02 | a) Antistripping agent @ 0.5% of bitumen content | 770 | Cu m | 9,183 | ₹70,70,910 |
| 3Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot 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 Mechanical paver finisher 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 | |||||
| 3.01 | Grade-II (13mm nominal size) @ 6.0% Bitumen of grade 60/70 | - | - | - | - |
| 3.02 | a)Antistripping agent @ 0.5% of bitumen content | 818.28 | Cu m | 14,640 | ₹1,19,79,619.2 |
| 4Earthwork in excavation of foundation of structures of culverts, abutments piers, retaining walls etc. as per drawing and technical 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, laterite 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 shoring and 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, | |||||
| 4.01 | 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 up to depth of excavation as per MoRT & H Specification 304. | 132.6 | Cu m | 382 | ₹50,653.2 |
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