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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.7 LAdmitted-Finance AT POST JOGWADA TQ JINTUR DIST PARBHANI | PARBHANI | MAHARASHTRA | +0.00% | ₹16.7 L | L1 | Admitted-Finance |
| 2 | L2₹17.2 LAdmitted-Finance | +3.10% | ₹17.2 L | L2 | Admitted-Finance |
| 3 | L3₹17.4 LAdmitted-Finance | +4.44% | ₹17.4 L | L3 | Admitted-Finance |
Tender Value
₹16.7 L
EMD Value
₹16,707
Closing Date
31 Mar 2026, 6:55 pmClosed
BLOCK DEVELOPMENT OFFICER
PANCHAYAT SAMITI, JINTUR
Construction of Pohach Rasta (C.C.Road) For Kabristan at, ASEGAON Tq.JINTUR, Dist.Parbhani (Under Minority Self Fund 2025-26)
2026_PARBH_1289765_1
PSJINTUR/E-T/2025-26/01
Open Tender
Civil Works
180 days
PANCHAYAT SAMITI, JINTUR
Refer Tender Document
3 documents required · 3 mandatory
₹3,700
₹16,707
Yes
2 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
31 Mar 2026
24 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 |
|---|---|---|---|---|---|
| 1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means (SR I.No.21.02) | |||||
| 2Construction 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 (SSR I.No.3.04) | |||||
| 3Providing, 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) (SSR I.No.3.18) | |||||
| 4Providing, 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) (SSR I.No.3.20) | |||||
| 5Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (SSR I.No.2.29a) | |||||
| 6Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (S.S.R.I.No.2.30) | |||||
| 7Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. (SSR I.No.2.31) | |||||
| 8Providing 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, Steel centering, 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) (SSR.I.No.24.01) | |||||
| 9Cutting 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 | |||||
| 10Providing 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) (SSR 1.No.11.25) | |||||
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