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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC | ₹8.5 Cr Quoted ₹8.2 Cr | L1 | Accepted-AOC Accepted at bid value |
| 2 | L2₹9.0 Cr+₹71.5 L (8.67%)Rejected-Finance | ₹9.0 Cr+₹71.5 L (8.67%) | L2 | Rejected-Finance Rejected due to accepted L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected due to Sr No 5 14a 20 21 29 30 and JV Member Sr No 14b 5 9 10 11 12 15 29 30 31 32 35 36 not complied |
| Sl No | Description | Qty | Unit | M/s Khwaja S Mistry L1 | SWARAJ CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00W.H.BUILDING 2/5040 MT | |||||
| 1.01 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 8,389 | One Square Metre | 4 ₹33,556 Lowest | 5 ₹41,945 |
| 1.02 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material 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 metres.) By Mechanical. | 1,725 | One Cubic Metre | 170 ₹2,93,250 Lowest | 300 ₹5,17,500 |
| 1.03 | Excavation for foundation in hard murum including removing the excavated material 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 metres) By Mechanical Means | 230 | One Cubic Metre | 190 ₹43,700 Lowest | 300 ₹69,000 |
| 1.04 | Excavation for foundation in hard murum including removing the excavated material 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 1.50 to 3.00 metres) By Mechanical Means. | 535 | One Cubic Metre | 250 ₹1,33,750 Lowest | 300 ₹1,60,500 |
| 1.05 | Excavation for foundation in hard murum and boulders including removing the excavated 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. omplete. (Lift 1.50 to 3.00 metres) By Mechanical Means. | 230 | One Cubic Metre | 270 ₹62,100 Lowest | 450 ₹1,03,500 |
| 1.06 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material 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 up to 1.5metres ) By Mechanical Means. | 1 | One Cubic Metre | 1,000 ₹1,000 | 600 ₹600 Lowest |
| 1.07 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material 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 1.5 to 3.00 metres.) By Mechanical Means | 1 | One Cubic Metre | 2,000 ₹2,000 | 600 ₹600 Lowest |
| 1.08 | Excavation for foundation in hard rock upto required depth by Pocklain machine with needle breaker including removing the excavated stuff beyond the building area all lifts stacking or spreading as directed. | 1 | One Cubic Metre | 2,500 ₹2,500 | 1,000 ₹1,000 Lowest |
| 1.09 | Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including ewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5 metres To 3.0 metres) By Mechanical Means | 1 | One Cubic Metre | 3,000 ₹3,000 | 1,200 ₹1,200 Lowest |
Tender Value
₹10.7 Cr
Closing Date
26 Dec 2025, 5:00 pmClosed
CHAIRMAN AND MANAGING DIRECTOR
Maharashtra State Warehousing Corporation, 583/b, Gultekadi, Market Yard,Pune-37
Construction of Modern Pre-Engineered warehouse buildings of 2 x 5040 MT each capacity with Automated Aeration System and ancillary works at Latur MIDC Plot No. E-18, Dist. Latur
2025_CMTDM_1252878_1
RFB No. IN-PCMU-SMART-522034-CW-RFB
Open Tender
Civil Works
Item Rate
365 days
Latur MIDC Plot No. E-18, Dist. Latur
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
Exempted
Maharashtra State Warehousing Corporation, 583/b,
21 Aug 2026
27 Nov 2025
29 Dec 2025
27 Nov 2025
26 Dec 2025
27 Nov 2025
4 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1W.H.BUILDING 2/5040 MT | |||||
| 1.01 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 8,389 | One Square Metre | - | - |
| 1.02 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material 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 metres.) By Mechanical. | 1,725 | One Cubic Metre | - | - |
| 1.03 | Excavation for foundation in hard murum including removing the excavated material 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 metres) By Mechanical Means | 230 | One Cubic Metre | - | - |
| 1.04 | Excavation for foundation in hard murum including removing the excavated material 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 1.50 to 3.00 metres) By Mechanical Means. | 535 | One Cubic Metre | - | - |
| 1.05 | Excavation for foundation in hard murum and boulders including removing the excavated 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. omplete. (Lift 1.50 to 3.00 metres) By Mechanical Means. | 230 | One Cubic Metre | - | - |
| 1.06 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material 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 up to 1.5metres ) By Mechanical Means. | 1 | One Cubic Metre | - | - |
| 1.07 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material 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 1.5 to 3.00 metres.) By Mechanical Means | 1 | One Cubic Metre | - | - |
| 1.08 | Excavation for foundation in hard rock upto required depth by Pocklain machine with needle breaker including removing the excavated stuff beyond the building area all lifts stacking or spreading as directed. | 1 | One Cubic Metre | - | - |
| 1.09 | Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including ewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5 metres To 3.0 metres) By Mechanical Means | 1 | One Cubic Metre | - | - |
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