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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Finance | -33.11% | ₹4.8 L | L1 | Admitted-Finance |
| 2 | L2₹5.1 L+₹21,775.38 (4.50%)Admitted-Finance | -30.10% | ₹5.1 L+₹21,775.38 (4.50%) | L2 | Admitted-Finance |
| 3 | L3₹5.3 L+₹44,201.85 (9.13%)Admitted-Finance | -27.00% | ₹5.3 L+₹44,201.85 (9.13%) | L3 | Admitted-Finance |
| 4 | L4₹5.3 L+₹49,555.27 (10.2%)Admitted-Finance | -26.26% | ₹5.3 L+₹49,555.27 (10.2%) | L4 | Admitted-Finance |
| 5 | L5₹5.4 L+₹58,598.20 (12.1%)Admitted-Finance | -25.01% | ₹5.4 L+₹58,598.20 (12.1%) | L5 | Admitted-Finance |
Tender Value
₹7.2 L
EMD Value
₹7,234
Closing Date
1 Sept 2026, 5:00 pmClosed
Sarpanch And Grampanchayat Adhikari Katewadi
Grampanchayat Katewadi Tal.Baramati Dist.Pune
PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP KATEWADI (KATEWADI SWAGAT KAMAN TO BARAV ODHA) AT-KATEWADI
2026_RDPUN_1331787_3
KATEWADI/2026-27/03
Open Tender
Civil Works
Percentage
180 days
Grampanchayat Katewadi Tal.Baramati Dist.Pune
Please Refer Tender Documets.
3 documents required · 3 mandatory
₹200
₹7,234
2 Sept 2026
25 Aug 2026
2 Sept 2026
25 Aug 2026
1 Sept 2026
25 Aug 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 area & spreading as directed by Engineer-in-Charge, normal dewatering, preparing the bed for foundation and excluding back filling etc complete a) For depth 0 to 1.50 m | 1 | Cum | 0.56 | ₹0.56 |
| 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-Charge, normal dewatering, and excluding back filling etc complete a) For depth 0 to 1.50 m | 1 | Cum | 0.54 | ₹0.54 |
| 3 | Excavation 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 & lifts as below stacking as directed by Engineer-in-Charge, normal dewatering, and excluding back filling etc complete | - | Cum | 0.63 | - |
| 4 | Providing murum bedding / filling in plinth and floors, in trenches with approved murum from excavated materials in 15 to 20 cm layers including watering and compaction etc. complete. | 1 | Cum | 0.79 | ₹0.79 |
| 5 | Providing, lowering, laying & jointing of following class and dia suitable for rubber ring joints, including all taxes (Central & Local) inspection charges, transporting to departmental stores / site unloading and stacking etc. Complete a) For 300 mm-NP2 pipe (I.S. weight of pipes 92.25 KG/M as per current DSR P NO 43) (RS 510+RS185=RS 444.00) | - | Rmt | - | - |
| 6 | a) For 450 mm-NP2 pipe (I.S. weight of pipes 169.00 KG/M as per current DSR P NO 43) (RS 294+RS878=RS 444.00) | - | Rmt | - | - |
| 7 | Providing & constructing 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 1.50 m dia at bottom and 0.50 m at top a depth of 5.00 m with 23 cm thick brick work upto depth 2.00 m from top of manhole and 35 cm thick brick work upto depth 5.00 m next depth of chamber and for depth upto 9.00 m, 23 cm thick brick work upto depth 2.00 m from top of manhole and 35... a) For depth upto 1 m | - | No | - | - |
| 8 | a) For depth upto 2 m | - | No | - | - |
| 9 | Refilling the trench with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layer with consolidation surcharging etc. complete | 1 | Cum | 0.46 | ₹0.46 |
| 10 | Providing & supplying in std length ISI mark pipe 90 mm dia pvc pipes 4kg/cm'2 etc complete | - | Rmt | - | - |
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