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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.2 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹15.3 L
EMD Value
₹30,525
Closing Date
6 Oct 2026, 3:00 pmClosed
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Improvement of road adjacent to Municipal garden and construction of cross drain and rainwater drainage system behind the house of Hassan Shaik under MLA-LAD scheme in Ponda Constituency.
2026_PWD_31714_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/21/2026-27 LINE-5
Open Tender
Civil Works
Percentage
120 days
Ponda Constituency.
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹30,525
9 Oct 2026
9 Sept 2026
8 Oct 2026
9 Sept 2026
6 Oct 2026
9 Sept 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 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, | |||||
| 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 304. | 234.5 | Cu m | 465 | ₹1,09,042.5 |
| 2 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. in pipeline trenches and other foundation complete. | 24 | Cu m | 2,211 | ₹53,064 |
| 3Centering & shuttering including Strutting, Propping & removal of formwork for : | |||||
| 3.01 | i) Foundations, Footings, Bases for columns and mass concrete | 353 | Sq.m. | 407 | ₹1,43,671 |
| 4Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 4.01 | a)All works upto plinth level | 95 | Cu m | 6,635 | ₹6,30,325 |
| 5Providing 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. | |||||
| 5.01 | Bitumen 80/100 @ 0.20 kg/sq.m | 350 | Sq m | 17 | ₹5,950 |
| 6Providing 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 | |||||
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