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Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
8 Jul 2026, 5:00 pmDue today
Executive Engineer Works Division Nanded,ZP Nanded
Executive Engineer Works Division Nanded,ZP Nanded
1)Repairs To SH-222 To Amrabad To Amrabad Tanda Road VR-16 Km 0/00 To 2/400 Tq.Ardhapur Dist.Nanded (Rs.70 Lakh). 2) Repairs To Shelgaon Kh. To Khurgaon Road VR-28 Km 0/00 To 2/500 Tq.Ardhapur Dist.Nanded. (Rs.70 Lakh).
2026_NANDE_1312575_3
ZPN/WD/NED/E.TEN 21/OPEN/25-26
Open Tender
Civil Works
180 days
Tq.Ardhapur Dist.Nanded
Please Refer Tender Document
5 documents required · 5 mandatory
₹1,180
₹1.4 L
Executive Engineer Works Division Nanded,ZP Nanded
30 Jun 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
8 Jul 2026
30 Jun 2026
1 Jul 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 | Shelgaon Kh. To Khurgaon Road
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. Spec. No.: MORTH 201 SSR No.2.09 P.No. 23 | - | Sqm. | - | - |
| 2 | 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. Spec. No.: MORTH 309 SSR No.2.18 P.No. 24 | - | Cum. | - | - |
| 3 | Providing earth work in embankment with approved materials obtained from other sources 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 with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) Spec. No.: MORTH 305 SSR No.2.28 P.No. 25 | 1 | Cum. | - | - |
| 4 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Spec. No.: SSR No.2.29a P.No. 25 | - | Cum. | - | - |
| 5 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Spec. No.: SSR No.2.30 P.No. 25 | - | Cum. | - | - |
| 6 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Spec. No.: SSR No.2.31 P.No. 25 | 1 | Sqm. | - | - |
| 7 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Spec. No.: MORTH 401 SSR No.3.01 P.No. 27 | - | Cum. | 1 | - |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) Spec. No.: MORTH 404 SSR No.3.19 P.No. 29 | 1 | Cum. | 1 | ₹1 |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) Spec. No.: MORTH 404 SSR No.3.20 P.No. 29 | 1 | Cum. | 1 | ₹1 |
| 10 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) Spec. No.: IRC-SP-20, 2002 Clause No. 8.7.3 SSR No.3.35b P.No. 31 | - | Sqm. | - | - |
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