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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹179.9 CrAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹183.4 Cr+₹3.6 Cr (1.98%)Rejected-AOC | L-2 | Rejected-AOC L-2 | |
| 3 | L-3₹186.7 Cr+₹6.8 Cr (3.78%)Rejected-AOC 175 2 SOUTH STATE BANK NAGAR CHETTIPALAYAM ERODE 638 002 | ERODE | ERODE | TAMIL NADU | 638002 | L-3 | Rejected-AOC L-3 |
| Sl No | Description | Qty | Unit | SPECO INFRASTRUCTURE L1 | Relcon Infraprojects Ltd L2 | RAMALINGAM CONSTRUCTION COMPANY PVT LTD L3 |
|---|---|---|---|---|---|---|
| 1.00Sub Estimate Number 1 | ||||||
| 2.00 | 1. 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 Manual Means | 6,842.93 | Cubic Meter | 329 ₹22,51,323.97 Lowest | 336 ₹22,99,224.48 | 342 ₹23,40,282.06 |
| 3.00 | 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 | 17,498.34 | Cubic Meter | 237 ₹41,47,106.58 Lowest | 243 ₹42,52,096.62 | 247 ₹43,22,089.98 |
| 4.00 | 3. 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 | 7,110.5 | Cubic Meter | 549 ₹39,03,664.5 Lowest | 560 ₹39,81,880 | 570 ₹40,52,985 |
| 5.00 | 4. 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 | 7,544.57 | Cubic Meter | 326 ₹24,59,529.82 Lowest | 333 ₹25,12,341.81 | 339 ₹25,57,609.23 |
| 6.00 | 4.1 Depth 3.00m to 4.50m | 822.15 | Cubic Meter | 392 ₹3,22,282.8 Lowest | 401 ₹3,29,682.15 | 408 ₹3,35,437.2 |
| 7.00 | 4.2 Depth Below 4.50m to 6.00m | 274.05 | Cubic Meter | 425 ₹1,16,471.25 Lowest | 434 ₹1,18,937.7 | 442 ₹1,21,130.1 |
| 8.00 | 5. Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | 12,751.56 | Cubic Meter | 125 ₹15,93,945 Lowest | 129 ₹16,44,951.24 | 131 ₹16,70,454.36 |
| 9.00 | 6. Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 1,575 | Cubic Meter | 628 ₹9,89,100 Lowest | 641 ₹10,09,575 | 652 ₹10,26,900 |
| 10.00 | 7. 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. | 21,643.42 | Cubic Meter | 204 ₹44,15,257.68 Lowest | 209 ₹45,23,474.78 | 213 ₹46,10,048.46 |
Tender Value
₹180.1 Cr
EMD Value
₹90.1 L
Closing Date
8 Sept 2025, 12:00 pmClosed
SE(MMR) Circle Office Dombivli
Office of the SE(MMR) Circle office Dombivli
Dombivli Indi area Redevelopment of HBP Sant Sawalaram Maharaj Mhatre Sports Complex on plot no P49 in Dombivli Industrial Area in stage I
2025_MIDC_1203143_1
MIDC/DOM/2025-26/09
Open Tender
Civil Works
Item Rate
900 days
Dombivli Industrial Area
Please refer Tender Document
3 documents required · 3 mandatory
₹29,500
₹90.1 L
Yes
10 Dec 2025
22 Jul 2025
10 Sept 2025
22 Jul 2025
8 Sept 2025
3 Sept 2025
19 Aug 2025 - 22 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Sub Estimate Number 1 | - | - | - | - |
| 2 | 1. 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 Manual Means | 6,842.93 | Cubic Meter | 330 | ₹22,58,166.9 |
| 3 | 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 | 17,498.34 | Cubic Meter | 238 | ₹41,64,604.92 |
| 4 | 3. 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 | 7,110.5 | Cubic Meter | 550 | ₹39,10,775 |
| 5 | 4. 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 | 7,544.57 | Cubic Meter | 327 | ₹24,67,074.39 |
| 6 | 4.1 Depth 3.00m to 4.50m | 822.15 | Cubic Meter | 393 | ₹3,23,104.95 |
| 7 | 4.2 Depth Below 4.50m to 6.00m | 274.05 | Cubic Meter | 426 | ₹1,16,745.3 |
| 8 | 5. Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | 12,751.56 | Cubic Meter | 126 | ₹16,06,696.56 |
| 9 | 6. Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 1,575 | Cubic Meter | 629 | ₹9,90,675 |
| 10 | 7. 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. | 21,643.42 | Cubic Meter | 205 | ₹44,36,901.1 |
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