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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.9 LAccepted-AOC | L1 | Accepted-AOC Workorder issues | |
| 2 | L2₹65.5 L+₹1.6 L (2.49%)Rejected-Finance | L2 | Rejected-Finance Workorder issue | |
| 3 | L2₹65.5 L+₹1.6 L (2.49%)Rejected-Finance | L2 | Rejected-Finance Workorder issue | |
| 4 | L3₹76.7 L+₹12.8 L (20.1%)Rejected-Finance | L3 | Rejected-Finance Workorder issue | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹66.1 L
EMD Value
₹66,141
Closing Date
3 Apr 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer PMGSY Konkan Region Thane
office of Superintending Engineer PMGSY, Konkan Region, Near Viviyana mall,Thane TMC parking plaza building,9th floor,Thane (w) 400606
MH-24112-L156-VR 19 To Madap Katkarwadi road Tal-Khalapur,Dist-Raigad
2025_CEMAH_139948_11
PM-Janman/EE/Raigad/67/24-25
Open Tender
Civil Works - Roads
Percentage
365 days
khalapur
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
₹66,141
Superintending Engineer, PMGSY,MRRDA,Konkan thane
9 Jul 2025
19 Mar 2025
4 Apr 2025
19 Mar 2025
3 Apr 2025
26 Mar 2025
25 Mar 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 |
|---|---|---|---|---|---|
| 1L156-VR 19 To Madap Katkarwadi road Tal-Khalapur District-Raigad. | |||||
| 1.01 | Clearing and Grubbing Road Land
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. | - | - | - | - |
| 1.02 | A)In area of non-thorny jungle | 0.06 | One Hector | 32,978.7 | ₹1,978.72 |
| 1.03 | B)In area of thorny jungle | 0.09 | One Hector | 26,530.8 | ₹2,387.77 |
| 1.04 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 573.75 | One Cubic Meter | 32.9 | ₹18,876.38 |
| 1.05 | Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | 18 | One Cubic Meter | 227.17 | ₹4,089.06 |
| 1.06 | Dismantling of Structures
(I) By Manual Means (B) Cement Concrete Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | 0.38 | One Cubic Meter | 937.29 | ₹356.17 |
| 1.07 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 5,028.28 | One Cubic Meter | 73.96 | ₹3,71,891.59 |
| 1.08 | Excavation in Ordinary Rock Hydraulic Excavator and Tippers with disposal upto 1000 m
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 | 1,916.65 | One Cubic Meter | 108.68 | ₹2,08,301.52 |
| 1.09 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m
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 | 613.33 | One Cubic Meter | 89.94 | ₹55,162.9 |
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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Tendernotice_1.pdf
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SBDMH24112.pdf
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24112.pdf
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BOQ_218539.xls
BOQ • 0.37 MB
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