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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 | 1₹638.5 CrRejected-Finance 1 SANSKRUTI APPARTMENT MURKUTE LANE NEW PANDIT COLONY NASHIK TAL DIST NASHIL | NASHIK | NASHIK | MAHARASHTRA | 422001 | 1 | Rejected-Finance Refuse to negotiate | |
| 2 | 2₹674.2 Cr+₹35.6 Cr (5.58%)Rejected-Finance FIRST FLOOR LABH CHAMBERS STATION ROAD CHATRAPATI SAMBHAJI NAGAR | CHATRAPATI SAMBHAJI NAGAR | CHATRAPATI SAMBHAJI NAGAR | MAHARASHTRA | 2 | Rejected-Finance Does not Satisfy tendering criteria | |
| 3 | Not Admitted-Fee/PreQual/Technical 12A 12TH FLOOR 2 91 5 TRENDSET JAYABHERI CONNECT KOTHAGUDA X ROAD KONDAPUR HYDERABAD 500084 | HYDERABAD | HYDERABAD | TELANGANA | 500084 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Harsh Constructions Pvt Ltd L1 | Nyati Engineers And Consultants PVT Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 17,485.58 | One Cubic Metre | 260 ₹45,46,251.32 Lowest | 300 ₹52,45,674.6 |
| 2.00 | 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 | 1,942.84 | One Cubic Metre | 280 ₹5,43,995.76 | 250 ₹4,85,710.5 Lowest |
| 3.00 | Excavation for foundation in earth, soils of all types, sand,gravel and soft 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 1.5m to 3.0m) By Mechanical Means | 1,924.26 | One Cubic Metre | 315 ₹6,06,142.53 | 300 ₹5,77,278.6 Lowest |
| 4.00 | 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 | 15,394.1 | One Cubic Metre | 350 ₹53,87,933.6 | 280 ₹43,10,346.88 Lowest |
| 5.00 | 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 | 1,924.26 | One Cubic Metre | 600 ₹11,54,557.2 | 550 ₹10,58,344.1 Lowest |
| 6.00 | 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 3.0 to 4.50m.) By Mechanical Means | 8,920.05 | One Cubic Metre | 400 ₹35,68,018 Lowest | 400 ₹35,68,018 Lowest |
| 7.00 | 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 3.00 m To 4.50 m.) By Mechanical Means | 8,920.05 | One Cubic Metre | 690 ₹61,54,831.05 Lowest | 700 ₹62,44,031.5 |
| 8.00 | 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 4.50 to 6.00m.) By Mechanical Means | 3,677.1 | One Cubic Metre | 440 ₹16,17,925.76 | 400 ₹14,70,841.6 Lowest |
| 9.00 | 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 4.50 m To 6.00 m.) By Mechanical Means | 8,579.91 | One Cubic Metre | 800 ₹68,63,928 | 750 ₹64,34,932.5 Lowest |
| 10.00 | 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. | 19,530.78 | One Square Metre | 90 ₹17,57,770.65 Lowest | 200 ₹39,06,157 |
Tender Value
₹551.6 Cr
EMD Value
₹5.5 Cr
Closing Date
22 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer MSIDC
Chief engineer ,B13, 13th floor, Bakhtawar building Nariman point Mumbai
Construction of New Surgical Building at Government Medical College and Hospital , Chhatrapati Sambhajinagar
2025_MSIDC_1208870_1
10
Open Tender
Civil Works
Item Rate
432 days
Chh Sambhaji Nagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹35,400
Yes
₹5.5 Cr
Yes
Chief engineer ,B13, 13th floor, Bakhtawar buildin
9 Oct 2025
8 Aug 2025
25 Sept 2025
8 Aug 2025
22 Sept 2025
8 Aug 2025
13 Aug 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 | 0.8 | One Cubic Metre | 1 | ₹0.8 |
| 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 | 0.8 | One Cubic Metre | 1 | ₹0.8 |
| 3 | Excavation for foundation in earth, soils of all types, sand,gravel and soft 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 1.5m to 3.0m) By Mechanical Means | 0.8 | One Cubic Metre | 1 | ₹0.8 |
| 4 | 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 | 0.4 | One Cubic Metre | 1 | ₹0.4 |
| 5 | 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 | 0.8 | One Cubic Metre | 1 | ₹0.8 |
| 6 | 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 3.0 to 4.50m.) By Mechanical Means | - | One Cubic Metre | 1 | - |
| 7 | 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 3.00 m To 4.50 m.) By Mechanical Means | - | One Cubic Metre | 1 | - |
| 8 | 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 4.50 to 6.00m.) By Mechanical Means | 0.6 | One Cubic Metre | 1 | ₹0.6 |
| 9 | 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 4.50 m To 6.00 m.) By Mechanical Means | 1 | One Cubic Metre | 1 | ₹1 |
| 10 | 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. | 1 | One Square Metre | 1 | ₹1 |
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