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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹104.3 CrAccepted-AOC 308 302 1ST FLOOR LABH CHAMBERS STATION ROAD CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | L1 | Accepted-AOC AcceptL1 | |
| 2 | L2₹104.8 Cr+₹52.1 L (0.50%)Rejected-Finance PLOT NO 1 2 AASHIYANA CO OP SOCIETY N 11 CIDCO AURANGABAD | AURANGABAD | AURANGABAD | MAHARASHTRA | L2 | Rejected-Finance Reject | |
| 3 | L3₹113.7 Cr+₹9.4 Cr (9.04%)Rejected-Finance MAHARASHTRA | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | L3 | Rejected-Finance Reject | |
| 4 | L4₹117.9 Cr+₹13.5 Cr (13.0%)Rejected-Finance 17 RAM PLAZA NAVSHAKTI CHOWK BHABHA NAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | L4 | Rejected-Finance Reject | |
| 5 | Rejected-Technical AURANGABAD MAHARASHTRA | AURANGABAD | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | - | Rejected-Technical Reject |
Tender Value
₹101.2 Cr
EMD Value
₹50.6 L
Closing Date
5 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Public Works Division, Chh.Sam
Executive Engineer, Public Works Division, Chh.Sambhajinagar
CONSTRUCTION OF N.C.C. ACADEMY AT PADEGAON TQ. AND DIST. CHHATRAPATI SAMBHAJINAGAR
2025_PWR_1167786_1
E Tender Notice No 410 OF 2024-2025
Open Tender
Civil Works
Item Rate
730 days
Chh. Sambhaji Nagar
As Per NIT
2 documents required · 2 mandatory
₹5,900
₹50.6 L
C E P W Region Office Chh. Sambhajinagar
26 May 2025
7 Apr 2025
6 May 2025
7 Apr 2025
5 May 2025
7 Apr 2025
7 Apr 2025 - 16 Apr 2025
16 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation 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 | 1 | Per Cubic Metre | - | - |
| 2 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres 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 1.50 m) By Mechanical Means | 1 | Per Cubic Metre | - | - |
| 3 | Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres 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 from 1.5 to 3.0m.) By Mechanical Means | - | Per Cubic Metre | - | - |
| 4 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, 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 1.5m.) By Mechanical Means | - | Per Cubic Metre | - | - |
| 5 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, 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 from 1.5 m to 3.0 m.) By Mechanical Means | 1 | Per Cubic Metre | - | - |
| 6 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means | - | Per Cubic Metre | - | - |
| 7 | Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. | - | Per Cubic Metre | - | - |
| 8 | 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 over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | - | Per Cubic Metre | - | - |
| 9 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | - | Per Square Metre | - | - |
| 10 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper. | 1 | Per Square Metre | - | - |
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