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Tender Value
₹20 L
Closing Date
22 Jun 2026, 5:00 pm
E E WORKS ZP CHANDRAPUR
E E WORKS ZP CHANDRAPUR
C/O M.S.H. 09 (Mendhamal) To Dongargaon (Salotkar) Road VR 85, Ta - Sindewahi.
2026_CHAND_1306930_4
WORKS_ZP_CHANDRAPUR_9_26_27
Open Tender
Civil Works
180 days
Sindewahi
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Exempted
8 Jun 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 248.4 | Sqm. | 4 | ₹993.6 | 1 |
| 2 | 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) MORTH 305 | 651.36 | Cu.m | 934.9 | ₹6,08,956.46 | 2 |
| 3 | 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.
MORTH 309 | 93.15 | Cum | 119 | ₹11,084.85 | 3 |
| 4 | 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.MORTH 305 | 93.15 | Cum | 79 | ₹7,358.85 | 4 |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material.MORTH 401 | 68.31 | Cum | 3,145.25 | ₹2,14,852.03 | 5 |
| 6 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate) MORTH 404.(Compacted thickness of each layer shall be 75 mm) | 68.31 | Cum | 4,203.6 | ₹2,87,147.92 | 6 |
| 7 | 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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) MORTH 404(Compacted thickness of each layer shall be 75 mm) | 31.05 | Cum | 4,203.6 | ₹1,30,521.78 | 7 |
| 8 | Supplying soft murum at the road site, including conveying and stacking Complete.MORTH 408 | 28 | Cum | 684.2 | ₹19,157.6 | 8 |
| 9 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.MORTH 408. | 28 | Cum | 79 | ₹2,212 | 9 |
| 10 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Spec.No.: MORTH 408 | 276 | Sqm | 21 | ₹5,796 | 10 |
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