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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.3 LAccepted-Finance | ₹44.3 L | L1 | Accepted-Finance Accept |
| 2 | L2₹44.4 LRejected-Finance | ₹44.4 L | L2 | Rejected-Finance Reject |
| 3 | L3₹51.3 LRejected-Finance | ₹51.3 L | L3 | Rejected-Finance Reject |
| 4 | L4₹56.9 LRejected-Finance GUGHANE INFRASTRUCTURE YAVATMAL AGRAWAL LAYOUT WAGHAPUR ROAD YAVATMAL 445001 | YAVATMAL | MAHARASHTRA | 445001 | ₹56.9 L | L4 | Rejected-Finance Reject |
| 5 | L5₹58.1 LRejected-Finance | ₹58.1 L | L5 | Rejected-Finance Reject |
Tender Value
₹75.2 L
EMD Value
₹75,500
Closing Date
7 Apr 2026, 5:00 pmClosed
Additional Chief Executive officer, Zilla Parishad
Executive Engineer Works Division No.2, Z.P.Yavatmal
CONSTRUCTION OF MAIN ROAD TO PARDHI BEDA APPROACH ROAD 2.00 KM AT GHAREFAL TQ NER DIST. YAVATMAL
2026_YAVAT_1291161_1
NIT24-2025-26
Open Tender
Civil Works
180 days
NER
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,120
₹75,500
18 Jun 2026
30 Mar 2026
8 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
CIVIL WORK Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | - | Square Metre | - | - | |
Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as
directed all sorts of soils. | 1 | Cubic Metre | - | - | |
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. | 1 | Cubic Metre | - | - | |
Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.
(Material obtained from departmental Land) | - | Cubic Metre | - | - | |
Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders
/Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken). KM 1 | - | Cubic Metre | - | - | |
KM 2 | - | Cubic Metre | - | - | |
Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders
/Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken). KM 1 | - | Cubic Metre | - | - | |
KM 2 | - | Cubic Metre | - | - | |
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. KM 1 | - | Cubic Metre | - | - | |
KM 2 | 1 | Cubic Metre | - | - |
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