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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | ₹8.3 L | L1 | Accepted-AOC accepted |
| 2 | L2₹8.6 LRejected-AOC RM 4 SAHJEEVAN HOC G BLOCK MIDC SHAHUNAGAR KSB CHOWK CHINCHWAD PUNE 411019 | PUNE | PUNE | MAHARASHTRA | 411019 | ₹8.6 L | L2 | Rejected-AOC rejected |
| 3 | L3₹9.0 LRejected-AOC A P HINGANIGADA KHARADE WASTI NEAR KURKUMBH MIDC TAL DAUND DIST PUNE 412 203 | PUNE | PUNE | MAHARASHTRA | 412203 | ₹9.0 L | L3 | Rejected-AOC rejected |
| 4 | L4₹9.2 LRejected-AOC BABA MA S N 102 JANTA VASAHAT OPP PUNE MAHARASHTRA INDIA 411009 | PUNE | MAHARASHTRA | 411009 | ₹9.2 L | L4 | Rejected-AOC rejected |
Tender Value
₹10.3 L
EMD Value
₹10,300
Closing Date
21 May 2026, 11:00 amClosed
The EE, MIDC Baramati Division
Office of the Executive Engineer, MIDC, Baramati Division, Pencil Chowk, Baramati
BIA..M and R to Water supply scheme ...Replacement of existing 200 mm dia. D1 pipeline by 200 mm DIK 7 pipeline in newly constructed Bus Depo
2026_MIDC_1300625_1
Maha_MIDC_Bmt_06/2026-27
Open Tender
Civil Works
Percentage
182 days
Baramati
As per tender document
8 documents required · 8 mandatory
₹5,900
₹10,300
10 Jul 2026
6 May 2026
22 May 2026
6 May 2026
21 May 2026
14 May 2026
6 May 2026 - 8 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) | |||||
| 1.1 | Lift 0 to 1.5 M | 150 | Cubic Meter | 168.3 | ₹25,245 |
| 2Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) | |||||
| 2.1 | Lift 0 to 1.5 M | 150 | Cubic Meter | 641.58 | ₹96,237 |
| 3Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling 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 area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) | |||||
| 3.1 | Lift 0 to 1.5 M | 75 | Cubic Meter | 847.62 | ₹63,571.5 |
| 4 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. | 351 | Cubic Meter | 93.84 | ₹32,937.84 |
| 5CI PIPES | |||||
| 5.1 | P roviding D .I. p ipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edi- tion/revision with amendments for Rubber Gaskets. Note: For DI pipe supply from MJP 18% GST would be applicable. Same should be considered for estimation purpose. | - | - | - | - |
| 5.2 | a)) ( IS:8329-2000 Latest Version) D.I. K-7 | - | - | - | - |
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