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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical all document submited |
| 2 | Accepted-Technical | Accepted-Technical all document submited |
| 3 | Accepted-Technical KUDWA NAKA JAVAL LOHIA WARD RING ROAD JAVAL GONDIA DIST GONDIA | GONDIA | GONDIA | MAHARASHTRA | Accepted-Technical all document submited |
| 4 | Accepted-Technical | Accepted-Technical all document submited |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Non clearance of the required document |
Tender Value
₹3.1 Cr
EMD Value
₹1.5 L
Closing Date
23 Feb 2026, 5:00 pmClosed
EE PMGSY GADCHIRoli
SE PMGSY NAGPUR PWD Area Civil Line Nagpur
Up of Sonapur Maroda Navegram Road Ta Chamorshi GAD-99
2026_MMGSY_1277766_1
03/2026-27dt 12.02.2026
Open Tender
Civil Works
Percentage
365 days
Chamorshi
As per SBD
2 documents required · 2 mandatory
₹5,900
₹1.5 L
SE PMGSY NAGPUR
23 Oct 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
13 Feb 2026 - 23 Feb 2026
16 Feb 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 | 43,080 | Sqm | 2.65 | ₹1,14,162 |
| 2 | Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical Specification Clause 301.4 | 296.94 | Sqm | 14.45 | ₹4,290.78 |
| 3 | 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 all lift and lead as per Technical Specification Clause 302.3 | 7,540.01 | Cub mt | 73.05 | ₹5,50,797.73 |
| 4 | Construction 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 | 6,678.54 | Cub mt | 47 | ₹3,13,891.38 |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lift, 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 | 1,179.3 | Cub mt | 437.25 | ₹5,15,648.93 |
| 6 | Construction of granular sub-base by providing Grading-I 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. | 540.89 | Cub mt | 1,659.55 | ₹8,97,634 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 908.92 | Cub mt | 4,396.75 | ₹39,96,294.01 |
| 8 | 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 all lead as per Technical Specification Clause 303.1 | 2,914 | Cub mt | 536.05 | ₹15,62,049.7 |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 Above Existing BT | 23,276.98 | Sqm | 14.8 | ₹3,44,499.3 |
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