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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.0 Cr+₹59.6 L (4.14%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Non Responsive |
Tender Value
₹13.7 Cr
EMD Value
₹6.9 L
Closing Date
9 May 2023, 5:00 pmClosed
Superintending Engineer PMGSY Konkan Region Thane
1st floor in PWD Compound, Station road Thane W 400601
DPC-PAL-(III)-06 A) MDR 17 to Vehelpada Kegava Barak Pada Road Block-Vikramgad B) Jambhulwadi Nandgaon Rajewadi to Bhuritek Road Block - Jawhar C) NH 160 A to Vanvasi Ranjanpada road Block-Jawhar D) Pimpalpada to ODR 46 Road Block-Mokhada
2023_MMGSY_896811_10
03/23-24/MMGSY/KON/PALGHAR
Open Tender
Civil Works
Percentage
365 days
Jawhar Vikramgad Mokhada
Please refer Tender documents.
7 documents required · 7 mandatory
₹29,500
₹6.9 L
Office of the Superintending Engineer PMGSY Konkan
28 Feb 2025
24 Apr 2023
10 May 2023
24 Apr 2023
9 May 2023
28 Apr 2023
27 Apr 2023
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 |
|---|---|---|---|---|---|
| 1A) MDR 17 to Vehelpada Kegava Barak Pada Road Ch. 0/000 to 6/980 Block-Vikramgad | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (In area of non-thorny jungle) | - | One Hectore | - | - |
| 1.02 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1 | Per Cubic Meter | - | - |
| 1.03 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 | - | Per Cubic Meter | 1 | - |
| 1.04 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | - | Per Cubic Meter | - | - |
| 1.05 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1 | Per Cubic Meter | 1 | ₹1 |
| 1.06 | 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (with a lead upto 1000 m) | 1 | Per Cubic Meter | 1 | ₹1 |
| 1.07 | 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Per Cubic Meter | - | - |
| 1.08 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | Per Square Meter | 1 | - |
| 1.09 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For Grading II Material) | 1 | Per Cubic Meter | 1 | ₹1 |
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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