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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC AS 7 MARVIL APPTS ST CRUZ PONDA GOA | PONDA | GOA | ₹6.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹7.8 CrRejected-Finance | ₹7.8 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹7.5 Cr
EMD Value
₹16.0 L
Closing Date
11 Aug 2025, 1:00 pmClosed
Executive Engineer
WD-XVIII(R) ,PWD , PONDA GOA
SH 3 St. Marys to SH 7 via Betora, Nirankal(Length -11.80 Km)
2025_PWD_142900_1
GA0206
Open Tender
Civil Works - Roads
365 days
St. Marys to SH 7 via Betora, Nirankal
Please refer Tender documents.
2 documents required · 2 mandatory
₹25,000
₹16.0 L
SE III, Altinho,Panaji Goa
30 Jun 2026
11 Jul 2025
12 Aug 2025
11 Jul 2025
11 Aug 2025
28 Jul 2025
25 Jul 2025
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 |
|---|---|---|---|---|---|
| 1Preparatory works, Site Clearance, Dismentalling | |||||
| 1.01 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushs, shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | - | Ha | 70,575.75 | - |
| 2EARTHWORK | |||||
| 2.01 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). | 1,254.05 | Cum | 555.62 | ₹6,96,775.26 |
| 3Tack Coat | |||||
| 3.01 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and cleaned with hydriloc broom as per technical specification clause 503. | 83,376 | Cum | 13.25 | ₹11,04,732 |
| 4Bituminous Macadam | |||||
| 4.01 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | - | Cum | 8,131.23 | - |
| 5Bituminous Concrete | |||||
| 5.01 | 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. | 2,169.15 | Cum | 11,777.17 | ₹2,55,46,448.31 |
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