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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 | L-1₹41.4 CrAccepted-AOC 224 KAILASH NAGAR SHOBHAPUR COLONY DISTRICT BETUL MADHYA PRADESH PIN 460449 | BETUL | MADHYA PRADESH | 460449 | L-1 | Accepted-AOC AOC | |
| 2 | L-2₹44.1 Cr+₹2.7 Cr (6.61%)Rejected-Finance A M HEIGHTS BUILDING AZAD CHOWK ROAD NEAR CENTRAL NAKA N 6 CIDCO CHHATRAPATI SAMBHAJINAGAR 431001 | CHHATRAPATI SAMBHAJINAGAR | CHHATRAPATI SAMBHAJINAGAR | MAHARASHTRA | 431001 | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹48.9 Cr+₹7.5 Cr (18.1%)Rejected-Finance KASLIWAL COMPLEX VIDYAVIKAS PUBLIC SCHOOL TILAK NAGAR CHOWK NANDED | NANDED | NANDED | MAHARASHTRA | L-3 | Rejected-Finance L-3 | |
| 4 | Rejected-Technical KUDWA NAKA JAVAL LOHIA WARD RING ROAD JAVAL GONDIA DIST GONDIA | GONDIA | GONDIA | MAHARASHTRA | - | Rejected-Technical Rejected | |
| 5 | Rejected-Technical PLOT NO 1 2 AASHIYANA CO OP SOCIETY N 11 CIDCO AURANGABAD | AURANGABAD | AURANGABAD | MAHARASHTRA | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Shri B G Bhaskary Nanded L3 | M/s. Star Construction Company, Aurangabad L2 | Tirupati Construction Company L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation 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. | ||||||
| 2.00 | a. Lift upto 1.50m | 5,431.02 | Cum | 288 ₹15,64,133.76 | 235 ₹12,76,289.7 | 200 ₹10,86,204 Lowest |
| 3.00Excavation 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 | ||||||
| 4.00 | b. Lift from 1.50m to 3.00 | 5,030.2 | Cum | 540 ₹27,16,308 | 340 ₹17,10,268 | 210 ₹10,56,342 Lowest |
| 5.00Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavate dmaterial 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 3.0m.) By Mechanical Means | ||||||
| 6.00 | Lift from 1.50m to 3.00 | 2,973.6 | Cum | 595 ₹17,69,292 | 499 ₹14,83,826.4 | 250 ₹7,43,400 Lowest |
| 7.00Excavation for foundation 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 with in a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete.(Lift from 1.5m To 3.0 m) By Mechanical Means | ||||||
| 8.00 | b. Lift from 1.50m to 3.00 | 2,973.6 | Cum | 1,025 ₹30,47,940 | 775 ₹23,04,540 | 400 ₹11,89,440 Lowest |
| 9.00Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20cm including watering and compaction etc. complete. | ||||||
| 10.00 | GF | 6,522.82 | Cum | 1,275 ₹83,16,590.4 | 777 ₹50,68,228.03 | 750 ₹48,92,112 Lowest |
Tender Value
Refer Docs
EMD Value
₹24.5 L
Closing Date
4 Dec 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
State Project Director
State Project Director, M.P.S.P., Mumbai, 10th Floor, K.G. Mitthal Ayurvedik College and Hospital, Charni Road, Mumbai 400 002.
Construction of 21 Boys or Girls Hostel under Pradhan Mantri Janjati Adivasi Nyaya Maha Abhiyan PMJANMAN Scheme.
2025_MPSP_1249080_1
MPSP/Civil/JANMAN/2025-26/3473
Open Tender
Civil Works - Buildings
Item Rate
Maharashtra
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
₹24.5 L
Mumbai
30 Dec 2025
20 Nov 2025
8 Dec 2025
20 Nov 2025
4 Dec 2025
20 Nov 2025
26 Nov 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. | - | - | - | - |
| 2 | a. Lift upto 1.50m | 5,431.02 | Cum | 1 | ₹5,431.02 |
| 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 | - | - | - | - |
| 4 | b. Lift from 1.50m to 3.00 | 5,030.2 | Cum | 1 | ₹5,030.2 |
| 5 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavate dmaterial 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 3.0m.) By Mechanical Means | - | - | - | - |
| 6 | Lift from 1.50m to 3.00 | 2,973.6 | Cum | 1 | ₹2,973.6 |
| 7 | Excavation for foundation 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 with in a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete.(Lift from 1.5m To 3.0 m) By Mechanical Means | - | - | - | - |
| 8 | b. Lift from 1.50m to 3.00 | 2,973.6 | Cum | 1 | ₹2,973.6 |
| 9 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20cm including watering and compaction etc. complete. | - | - | - | - |
| 10 | GF | 6,522.82 | Cum | 1 | ₹6,522.82 |
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