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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.0 LAdmitted-Finance | +0.00% | ₹50.0 L | L1 | Admitted-Finance |
| 2 | L2₹51.0 LAdmitted-Finance | +2.00% | ₹51.0 L | L2 | Admitted-Finance |
| 3 | L3₹51.5 LAdmitted-Finance | +3.01% | ₹51.5 L | L3 | Admitted-Finance |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
3 Apr 2026, 5:00 pmClosed
Executive Enginner (W) Div Degloor Z.P. Nanded
Executive Enginner (W) Div Degloor Z.P. Nanded
CONSTRACTION OF C.C.ROAD AND PREMISES DEVLOPMENT AT. SIDHESHWAR MANDIR HOTTAL TQ. DEGLOOR.
2026_NANDE_1290706_1
ZPN/WD/DEG/e.TEN12/OPEN/25-26
Open Tender
Civil Works
180 days
CONSTRACTION OF C.C.ROAD AND PREMISES DEVLOPMENT
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
₹50,000
17 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
3 Apr 2026
27 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 |
|---|---|---|---|---|---|
| 1ITEM No.1: 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. | |||||
| 2ITEM No.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. | |||||
| 3 | ITEM No.3: Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | Cubic Metre | 1 | - |
| 4ITEM No.4: Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | |||||
| 5ITEM No.5: Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. | |||||
| 6ITEM No.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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | |||||
| 7ITEM No.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 vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | |||||
| 8 | ITEM No.8: Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate ( Crushed sand VSI Grade) | - | Cubic Metre | 1 | - |
| 9 | ITEM No.9: Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) | - | Cubic Metre | 1 | - |
| 10ITEM No.10:Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. | |||||
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