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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 CrAdmitted-Finance | ₹14.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹15.2 Cr+₹75.7 L (5.25%)Admitted-Finance | ₹15.2 Cr+₹75.7 L (5.25%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected due to not Complied- Sr No- 20 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected due to not complied- Sr No-13, 14, 15, 20, 30, 31, 32, 35 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected due to not complied- Sr No-9,10, 11, 15, 18, 22, 28, 32, 35 |
| Sl No | Description | Qty | Unit | M/s Khwaja S Mistry L2 | JPR BALAJI INFRA PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish around the Warehouse, Cleaning Grading yard and Drying yard and disposing the material outside complex as Directed-By-Engineer in charge. | 19,786 | One Square Metre | 4 ₹79,144 Lowest | 10 ₹1,97,860 |
| 2.00 | 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 meter.) By Mechanical Means. | 3,202 | One Cubic Metre | 200 ₹6,40,400 | 110 ₹3,52,220 Lowest |
| 3.00 | 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 m) By Mechanical Means | 1,768 | One Cubic Metre | 220 ₹3,88,960 | 120 ₹2,12,160 Lowest |
| 4.00 | 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 m) By Mechanical Means. | 961 | One Cubic Metre | 270 ₹2,59,470 | 130 ₹1,24,930 Lowest |
| 5.00 | 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 (Bd. A3/259) | 4 | One Cubic Metre | 252 ₹1,008 Lowest | 350 ₹1,400 |
| 6.00 | Excavation for foundation in hard murum and boulders 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 m) By Mechanical Means. | 387 | One Cubic Metre | 300 ₹1,16,100 Lowest | 400 ₹1,54,800 |
| 7.00 | 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 1.5m) By Mechanical Means. | 5 | One Cubic Metre | 850 ₹4,250 | 400 ₹2,000 Lowest |
| 8.00 | 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 m.) By Mechanical Means | 2 | One Cubic Metre | 900 ₹1,800 | 500 ₹1,000 Lowest |
| 9.00 | Excavation in plinth/Roadway in earth soil of all types of sand or gravel or soft murum including dressing section to the required grade, cambers & side slope & conveying the excavated materials with lead of 50 M and spreading for embankment or stacking as directed | 8,169.54 | One Cubic Metre | 140 ₹11,43,735.6 | 100 ₹8,16,954 Lowest |
| 10.00 | Excavation in plinth/Roadway in Hard murum including dressing section to the required grade, cambers & side slope & conveying the excavated materials with lead of 50 M and spreading for embankment or stacking etc. Complete | 1 | One Cubic Metre | 350 ₹350 Lowest | 400 ₹400 |
Tender Value
₹18.3 Cr
EMD Value
₹9.1 L
Closing Date
29 May 2026, 5:00 pmClosed
CHAIRMAN AND MANAGING DIRECTOR
Maharashtra State Warehousing Corporation, 583/b, Gultekadi, Market Yard,Pune-37
Construction of 3 x 5040 MT capacity Pre-Engineered Warehouse Building, Compound wall, Internal road, Office building an Training center, Cleaning AN Grading Yard, Drying Yard, Hamal Shed , Pump House and for Agro Logistic hub at Irala
2026_CMTDM_1299508_1
IN-PCMU-SMART-545152-CW-RFB
Open Tender
Civil Works
Item Rate
365 days
IralaTal- Malegaon, Dist. Washim
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
₹9.1 L
Maharashtra State Warehousing Corporation, 583/b,
11 Sept 2026
30 Apr 2026
1 Jun 2026
30 Apr 2026
29 May 2026
30 Apr 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish around the Warehouse, Cleaning Grading yard and Drying yard and disposing the material outside complex as Directed-By-Engineer in charge. | 19,786 | One Square Metre | - | - |
| 2 | 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 meter.) By Mechanical Means. | 3,202 | One Cubic Metre | - | - |
| 3 | 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 m) By Mechanical Means | 1,768 | One Cubic Metre | - | - |
| 4 | 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 m) By Mechanical Means. | 961 | One Cubic Metre | - | - |
| 5 | 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 (Bd. A3/259) | 4 | One Cubic Metre | - | - |
| 6 | Excavation for foundation in hard murum and boulders 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 m) By Mechanical Means. | 387 | One Cubic Metre | - | - |
| 7 | 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 1.5m) By Mechanical Means. | 5 | One Cubic Metre | - | - |
| 8 | 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 m.) By Mechanical Means | 2 | One Cubic Metre | - | - |
| 9 | Excavation in plinth/Roadway in earth soil of all types of sand or gravel or soft murum including dressing section to the required grade, cambers & side slope & conveying the excavated materials with lead of 50 M and spreading for embankment or stacking as directed | 8,169.54 | One Cubic Metre | - | - |
| 10 | Excavation in plinth/Roadway in Hard murum including dressing section to the required grade, cambers & side slope & conveying the excavated materials with lead of 50 M and spreading for embankment or stacking etc. Complete | 1 | One Cubic Metre | - | - |
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