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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.0 LAccepted-Finance | ₹59.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹59.4 L+₹40,979.32 (0.69%)Rejected-Finance KINVAGAON AHMEDPUR LATUR | LATUR | MAHARASHTRA | 413510 | ₹59.4 L+₹40,979.32 (0.69%) | L2 | Rejected-Finance L2 |
| 3 | L3₹62.4 L+₹3.4 L (5.73%)Rejected-Finance KINVAGAON AHMEDPUR LATUR | LATUR | MAHARASHTRA | 413510 | ₹62.4 L+₹3.4 L (5.73%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical AT POST LAMBOTA TQ NILANGA DIST LATUR | LAMBOTA | LATUR | MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹59.4 L
EMD Value
₹59,390
Closing Date
7 Apr 2026, 5:30 pmClosed
Addl.C.E.O
Z.P.LATUR
IMPROVEMENT TO KONALI TO YENKI TO MDR-39 KM. 0/00 TO 0/800 VR-05 KM. TQ. DEONI DIST.LATUR. UNDER 3054-3119 FOR THE YEAR 2025-26.
2026_LATUR_1291280_1
ZPL/W/E-T/73/2025-26
Open Tender
Civil Works
Percentage
180 days
TQ. DEONI
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
₹59,390
28 Jul 2026
30 Mar 2026
9 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 |
|---|---|---|---|---|---|
| 1ITEM No.1: Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete | |||||
| 2ITEM No.2: Excavation for catch / side water gutter in Hard murum strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | |||||
| 3ITEM No.3: Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. | |||||
| 4ITEM No.4: Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. | |||||
| 5ITEM No.5: 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 vibratory roller. | |||||
| 6ITEM No.6: 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material | |||||
| 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) | |||||
| 8ITEM No.8: Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) | |||||
| 9ITEM 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) | |||||
| 10ITEM No.10: Providing and laying 125 micron Low Density Polyethylene ( LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | |||||
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