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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | -27.00% | ₹2.5 L | L1 | Admitted-Finance |
| 2 | L2₹2.5 L+₹6,395.90 (2.59%)Admitted-Finance | -25.11% | ₹2.5 L+₹6,395.90 (2.59%) | L2 | Admitted-Finance |
| 3 | L3₹3.3 L+₹81,217.81 (32.9%)Admitted-Finance | -3.00% | ₹3.3 L+₹81,217.81 (32.9%) | L3 | Admitted-Finance |
Tender Value
₹3.4 L
EMD Value
₹3,384
Closing Date
16 Jul 2026, 5:00 pmClosed
Sarpanch And Grampanchayat Adhikari Katewadi
Grampanchayat Katewadi Tal.Baramati Dist.Pune
1.PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP KATEWADI GAON INTERNAL AT-KATEWADI 2.PROVIDING AND LAYING DRAINAGE LINE FOR GP KATEWADI MAGASWARGIY WASTI AT-KATEWADI
2026_RDPUN_1314892_1
KATEWADI/2026-27/02
Open Tender
Civil Works
Percentage
90 days
Grampanchayat Katewadi Tal.Baramati Dist.Pune
Please Refer Tender Documets.
3 documents required · 3 mandatory
₹200
₹3,384
Yes
21 Jul 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
16 Jul 2026
6 Jul 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 | 1.PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP KATEWADI GAON INTERNAL AT-KATEWADI
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 and spreading as directed by Engineer-in-Charge normal dewatering,preparing the bed for foundation and excluding back filling etc complete | 1 | Cum | 0.01 | ₹0.01 |
| 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 | - | Cum | 0.19 | - |
| 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
stacking as directed by Engineer-in-Charge normal dewatering, and excluding back filling etc complete | - | Cum | 0.7 | - |
| 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 compaction etc. complete. | - | Cum | 0.03 | - |
| 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 250 mm-Np2 Pipe (IS weight of pipes57.10 Kg/m as per current DSR P NO 43) (Rs 394+Rs 153 = Rs 444.00) | - | Rmt | - | - |
| 6 | a) For 300 mm-Np2 Pipe (IS weight of pipes 92.25 KG/M as per current DSR P NO 43) (Rs 510+Rs185=Rs 444.00 | - | Rmt | - | - |
| 7 | 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 mat 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 35 a) For depth Upto 0.50 m | - | No | - | - |
| 8 | a) For depth Upto 1 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 | - | Cum | 0.92 | - |
| 10 | Providing & supplying in std length isi mark pipe 90 mm dia pvc pipes 4kg /cm'2 etc complete | - | Rmt | - | - |
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