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Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
3 Aug 2026, 3:00 pm
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Reinstatement of damaged stretches of rural road for a length of 6.70 KMs in V.P Veling Priol Cuncolim in Priol Constituency of Ponda Taluka.
2026_PWD_30545_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/14/2026-27 LINE-2
Open Tender
Civil Works
Percentage
270 days
V.P Veling Priol Cuncolim in Priol Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹7.8 L
23 Jul 2026
23 Jul 2026
5 Aug 2026
23 Jul 2026
3 Aug 2026
23 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation for roadway 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, | |||||
| 1.01 | 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 301. | 3,554.25 | Cum | 27 | ₹95,964.75 |
| 2 | TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking ii) Earth 5 km | 3,554.25 | Cu m | 252.26 | ₹8,96,595.11 |
| 3 | Providing. Laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Specification 406 | 3,046.5 | Cu m | 3,717 | ₹1,13,23,840.5 |
| 4Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per MoRT&H specifications clause 502. | |||||
| 4.01 | Bitumen 80/100 @ 1.00 kg/sq.m. | 10,155 | Sq m | 77 | ₹7,81,935 |
| 5Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per MORT& H Specifications,Fifth Edition. | |||||
| 5.01 | ii)for GradingII(19 mm nominal size) and (1% labour cess included) | 507.75 | Cu m | 9,838.41 | ₹49,95,452.68 |
| 6Providing 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. | |||||
| 6.01 | Bitumen 80/100 @ 0.20 kg/sq.m | 32,496 | Sq m | 17 | ₹5,52,432 |
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