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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC | ₹5.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.8 Cr+₹9.4 L (1.65%)Rejected-Finance | ₹5.8 Cr+₹9.4 L (1.65%) | L2 | Rejected-Finance WORK RECOMMDED TO Sasidharan Gopal |
Tender Value
₹5.6 Cr
EMD Value
₹12.0 L
Closing Date
19 Sept 2025, 3:00 pmClosed
EXECUTIVE ENGINEER,DIV .XXIII(R)
EXECUTIVE ENGINEER, DIV .XXIII(R),PWD, BICHOLIM GOA
Improvement/up gradation from MDR23 to Hathkhamba-Goa road (Ayee) in North Goa District under PMGSY- III
2025_PWD_144155_1
GA01208
Open Tender
Civil - Roads and Bridges
Percentage
365 days
Bicholim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹12.0 L
SUPERINTENDING ENGINEER.III
30 Jun 2026
22 Aug 2025
22 Sept 2025
22 Aug 2025
19 Sept 2025
23 Aug 2025
3 Sept 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 |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,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 | 2.28 | Hect. | 70,575.75 | ₹1,60,912.71 |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 3,995.34 | Cum | 14.19 | ₹56,693.87 |
| 3 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 1,465.74 | Cum | 373.46 | ₹5,47,395.26 |
| 4 | Construction of embankment with approved materials deposited at site and obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,397.2 | Cum | 50.68 | ₹1,21,490.1 |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 6,106.14 | Cum | 553.6 | ₹33,80,359.1 |
| 6 | 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). | 2,466.35 | Cum | 555.62 | ₹13,70,353.39 |
| 7 | Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. | 42.52 | Cum | 2,033.31 | ₹86,456.34 |
| 8 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 1,538.25 | Cum | 2,313.42 | ₹35,58,618.32 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 2,307.37 | Cum | 3,127.74 | ₹72,16,853.44 |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 10,254.94 | Sqm | 46.62 | ₹4,78,085.3 |
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