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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.2 LAccepted-AOC AT PARSODA TAH WANI PIN NO 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹25.2 L Quoted ₹21.4 L | 1 | Accepted-AOC L1 BIDDER |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not as per NIT |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not as per NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not as per NIT |
| 5 | Rejected-Technical NEAR NEW BUS STOP CHANDANI NAGAR GHUGUS TAH DIST CHANDRAPUR GHUGUS 442505 | GHUGUS | CHANDRAPUR | MAHARASHTRA | 442505 | - | - | Rejected-Technical Not as per NIT |
Tender Value
₹39.9 L
EMD Value
₹50,000
Closing Date
22 Apr 2026, 5:00 pmClosed
jamandlamudi sachin
AGM office Wani Area
Strengtheing of diverted light vehicle road from bridge no. (12) to Kailash Nagar Colony by providing WBM surface Under Mungoli Sub Area.
2026_WCL_358273_1
WCL wa4350-civ-e003-2026-27/37
Open Tender
Civil Works - Roads
30 days
Mungoli Sub Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹50,000
3 Jun 2026
11 Apr 2026
23 Apr 2026
11 Apr 2026
22 Apr 2026
12 Apr 2026
11 Apr 2026 - 16 Apr 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 |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres Excavation for roadwork in soil with hydraulic excavator 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 lifts and lead upto 1000m as per relevent clauses of section-300 of specification. | - | cum | - | - |
| 2 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400- 2)
Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-II Material | - | cum | - | - |
| 3 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means (i) Grading- I (63 to 45mm) (a) Using Screening Type-A (13.2mm Agg.) | - | cum | - | - |
| 4 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means
(ii) Grading- II (53 to 22.4mm (a) Using Screening Type-B (11.2mm Agg.) | - | cum | - | - |
| 5 | Compaction of road sub-base/ road surface by watering & ro;;ing with vibratory roller 8 tonne, as per instructions of the Engineer-in-charge or represeentative(s), including cost of equipment, fuel, oil, operator, water, etc. all complete. The work is to be done 8 houes per day in general shift. Only running time shall be measured for payment. In measurement, number of days shall be calculated as total number of running hours (as per actual neasurement) divided by 8. | - | Day | - | - |
| 6 | Clearing and Grubbing Road Land
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. By Mechanical Means In area of light jungle | - | hecter | - | - |
| 7 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. A Earthen Shoulders (CBR value >7) | - | Cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| 9 | Total impact of GST for the purpose of CTC | - | Nos | - | - |
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