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Tender Value
₹6.7 Cr
EMD Value
₹13.3 L
Closing Date
3 Aug 2026, 3:00 pm
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Resurfacing of Rural Road for a length of 13.99 km at Khandepar in Ponda Constituency of Ponda Taluka.
2026_PWD_30541_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/14/2026-27 LINE-1
Open Tender
Civil Works
Percentage
270 days
Khandepar in Ponda Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹25,000
₹13.3 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 |
|---|---|---|---|---|---|
| 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 | 1,09,644 | Sq m | 17 | ₹18,63,948 |
| 2Bituminous 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. | |||||
| 2.01 | ii)for GradingII(19 mm nominal size) and 1% labour cess | 1,828.68 | Cu m | 9,838.41 | ₹1,79,91,303.6 |
| 3Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) | |||||
| 3.01 | for Grading-I ( 13 mm nominal size ) 1% labour cess | 2,617.14 | Cu m | 14,219.79 | ₹3,72,15,181.2 |
| 4 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | 960 | Cu m | 1,867 | ₹17,92,320 |
| 5 | 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. | 5,840 | Sq.m | 631 | ₹36,85,040 |
| 6Earthwork 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, | |||||
| 6.01 | 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. | 404.43 | Cu m | 25 | ₹10,110.75 |
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