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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance KINVAGAON AHMEDPUR LATUR | LATUR | MAHARASHTRA | 413510 | L1 | Accepted-Finance L1 IS ACCEPTTED | |
| 2 | L2₹10.2 L+₹20,098.73 (2.01%)Rejected-Finance | L2 | Rejected-Finance L1 IS ACCEPTTED | |
| 3 | L3₹10.3 L+₹30,098.10 (3.01%)Rejected-Finance JUNNASALWADI POST KATEWADI TAL BARAMATI DIST PUNE 413104 | PUNE | MAHARASHTRA | 413104 | L3 | Rejected-Finance L1 IS ACCEPTTED | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECTTED |
Tender Value
₹10.0 L
EMD Value
₹9,999
Closing Date
18 Sept 2026, 5:00 pmClosed
Sarpanch And Grampanchayat Adhikari Bhondavewadi
Grampanchayat Bhondavewadi Tal.Baramati Dist.Pune
PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP BHONDAWEWADI (ANNABHAU SATHENAGAR) AT-BHONDAWEWADI
2026_RDPUN_1338091_1
BHONDVEWADI/2026-27/01
Open Tender
Civil Works
Percentage
180 days
Grampanchayat Bhondavewadi Tal.Baramati Dist.Pune
Please Refer Tender Documets.
3 documents required · 3 mandatory
₹200
₹9,999
21 Sept 2026
11 Sept 2026
21 Sept 2026
11 Sept 2026
18 Sept 2026
11 Sept 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 |
|---|---|---|---|---|---|
| 1 | Excavation for foundation / pipe trenches in earth,soil of all types, sand, gravel and soft murum, hard murum ,HMB,WBM roads including removing the excavated material upto a distance of 50 m. beyond the a) For depth Urn to 1.50 m | 308.86 | Cum | 165 | ₹50,961.61 |
| 2 | Excavation for foundation / pipe trenches in hard MURUM & BOULDERS WBM road removing the excavated material upto a distance of 50 m. beyond the area & lifts as below stacking as directed by Engineer-in- a) For depth 0 to 1.50 m | 154.43 | Cum | 211 | ₹32,584.55 |
| 3 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation asphalt road including removing the excavated material upto a distance of 50 m. beyond the area & lifts as below | 51.48 | Cum | 628.96 | ₹32,378.64 |
| 4 | Providing murum bedding / filling in plinth and floors, trenches with approved murum from excavated in 15 to 20 cm layers including watering compaction etc. complete. | 73.01 | Cum | 91.99 | ₹6,716.46 |
| 5 | Providing, lowering, laying & jointing of following class and dia suitable for rubber ring joints, including all taxes (Central & Local), inspection charges a) For 250 mm-Np2 pipe (I S weight of pipes 57.10 kg/m as per current DSR P NO 43) (RS 394+Rs153=RS 444.00) | 100 | Rmt | 690 | ₹69,000 |
| 6 | a) For 300mm-Np2 pipe ( I S weight of pipes 92.25 KG/M as per current DSR P NO 43) (RS 510+Rs185=RS 444.00) | 388 | Rmt | 878 | ₹3,40,664 |
| 7 | a) For 450 mm-Np2 pipe ( I S weight of pipes 169.90 KG/M as per current DSR P NO 43) (RS 294+Rs878=RS 444.00) | 50 | Rmt | 1,594 | ₹79,700 |
| 8 | Providing & constucting the sewer lines B.B. Masonry circular manhole with an eccentric cone 1.20 m dia at bottom and 0.50 m dia at top upto a depth of 2.00 m and 1.50m dia at bottom and 0.50 m at top a depth of 5.00 a) For depth upto 0.50 m | 2 | No | 6,595 | ₹13,190 |
| 9 | a) For depth upto 1 m | 9 | No | 14,574 | ₹1,31,166 |
| 10 | a) For depth upto 1.5 m | 2 | No | 18,486 | ₹36,972 |
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