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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical C O MADAN TUKARAM MASKE H NO 62 DNYANESHWAR NAGAR I T I BACK BEED | Accepted-Technical Accept |
| 3 | Accepted-Technical INFRONT OF SURYA LAWNS CANAL ROAD BEED PIN 431122 | BEED | BEED | MAHARASHTRA | 431122 | Accepted-Technical Accept |
| 4 | Accepted-Technical RAVIVAR PETH BEED | BEED | BEED | MAHARASHTRA | 431122 | Accepted-Technical Accept |
| 5 | Not Admitted-Fee/PreQual/Technical RA PHULE PIMPALGAON TALUKA MAJALGAON DISTRICT BEED | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 Cr
EMD Value
₹1.5 L
Closing Date
7 Aug 2026, 6:00 pmClosed
Executive Engineer P.W.D. Beed
Executive Engineer P.W.D. Beed
Construction of Vented Causeway on Bhatsangvi Barhanpur Waknathpur Road VR-301 Km. 0/400 Tq. Georai Dist. Beed
2026_PWR_1323794_6
PWD_Beed/3/2026-27
Open Tender
Civil Works
Percentage
365 days
Beed
Please refer tender document
2 documents required · 2 mandatory
₹1,180
₹1.5 L
Superintending Engineer, P.W. Circle Dharashiv
22 Sept 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
4 Aug 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 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By Mechanical Means) a) Upto 1.50 metre lift Normal Rate | - | One Cubic Metre | 90 | - |
| 2 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etcetera complete. a) Upto 1.50 metre lift Normal Rate | - | One Cubic Metre | 241 | - |
| 3 | Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etcetera complete. with reversible Drum Type mixer with SCADA. With crushed sand . | 1 | One Cubic Metre | 6,381.27 | ₹6,374.89 |
| 4 | Providing cast in situ / ready mix M-20 grade cement concrete for head walls of Cross Drainage Work / retaining walls etcetera including necessary form work, compaction, finishing and curing etcetera complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA | - | One Cubic Metre | 10,378.59 | - |
| 5 | Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200 mili metre diameter in proper line, level and slope etcetera complete. | - | One Running Metre | 12,983 | - |
| 6 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 Kilogram each complete as per drawings and Technical specifications etcetera complete. (boulder laid without wire crates) | - | One Cubic Metre | 2,566.55 | - |
| 7 | 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 etcetera complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine aggregates of required specifications ( Natural sand / VSI sand finely washed etcetera ), cement 6.40 bags/Cubic Metre) | - | One Cubic Metre | 7,856.59 | - |
| 8 | Providing selected hard murum filling including laying in layers of 15 to 20 centi metre with watering and compacting etcetera complete. | - | One Cubic Metre | 912.22 | - |
| 9 | Providing and fixing stream lined M-20 grade Reinforced Cement Concrete guard stone including mild steel bar reinforcement etcetera complete. | - | One Number | 963 | - |
| 10 | 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 Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material | - | One Cubic Metre | 2,409.56 | - |
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6_Bridge_VR301_0400.pdf
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