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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All document Submitted |
| 2 | Accepted-Technical | Accepted-Technical All document Submitted |
| 3 | Accepted-Technical | Accepted-Technical All document Submitted |
| 4 | Accepted-Technical | Accepted-Technical All document Submitted |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
22 Sept 2026, 5:00 pmClosed
SE PMGSY MRRDA Civil Line PWD Area Nagpu
SE PMGSY MRRDA Civil Line PWD Area Nagpu
As perSBDMH-10423
2026_CEMAH_149501_2
03/2026-27(1st call)
Open Tender
Civil Works - Roads
Percentage
365 days
Dhanora
Pre Qualificationand Techanical bid Section-II
2 documents required · 2 mandatory
₹5,900
₹1.1 L
Yes
SE PMGSY MRRDA Civil Line PWD Area Nagpur
12 Oct 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
22 Sept 2026
15 Sept 2026
15 Sept 2026 - 22 Sept 2026
17 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 |
|---|---|---|---|---|---|
| 1Bill No. 1 Site Clearance, Dismantling and Earth Works | |||||
| 1.01 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 | - | - | - | - |
| 1.02 | SH-363 TO HIPANER ROAD | 4,020 | Sqm | 3.55 | ₹14,271 |
| 2Excavation 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 all lift and lead as per Technical Specification Clause 302.3 | |||||
| 2.01 | SH-363 TO HIPANER ROAD | 950.63 | One Cubic Meter | 80.25 | ₹76,288.06 |
| 3Construction of embankment with approved materials deposited at site from raodway 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 | |||||
| 3.01 | SH-363 TO HIPANER ROAD | 889.22 | One Cubic Meter | 74.3 | ₹66,069.05 |
| 4Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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 | |||||
| 4.01 | SH-363 TO HIPANER ROAD | 5,827.15 | One Cubic Meter | 628.2 | ₹36,60,615.63 |
| 5Compacting original ground supporting embankment Loosening, levelling and Compactign original ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150mm, 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 | |||||
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Tendernotice_1.pdf
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SBD.pdf
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BOQ_235652.xls
BOQ • 0.43 MB
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