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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance | ₹7.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.9 L+₹1.2 L (15.1%)Rejected-Finance | ₹8.9 L+₹1.2 L (15.1%) | L2 | Rejected-Finance L2 |
| 3 | L3₹9.2 L+₹1.4 L (18.6%)Rejected-Finance | ₹9.2 L+₹1.4 L (18.6%) | L3 | Rejected-Finance L3 |
| 4 | L4₹9.2 L+₹1.5 L (19.0%)Rejected-Finance | ₹9.2 L+₹1.5 L (19.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹9.5 L+₹1.8 L (23.5%)Rejected-Finance | ₹9.5 L+₹1.8 L (23.5%) | L5 | Rejected-Finance L5 |
Tender Value
₹12.7 L
EMD Value
₹12,708
Closing Date
17 Mar 2026, 3:00 pmClosed
Cheif Executive Officer Zilla Parishad Pune
Yashwantrao Chavan Bhavan Pune Camp Pune 411001
5.PROVIDING AND LAYING UNDERGROUND DRAINAGE LINE FOR GP NIRAWAGAJ ( 24 PHATA TO SAYYADWASTI MASJID) TAL-BARAMATI DIST-PUNE (Open Class upto IV-A)
2026_RDPUN_1285205_5
ZP/PUNE/RWS/E-Tender/ 29 /2025-26
Open Tender
Civil Works - Water Works
Percentage
180 days
Pune
Please refer Tender Notice
3 documents required · 3 mandatory
₹590
₹12,708
10 Aug 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 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 | SUBWORK NO-1 DRAINAGE WORK:-Item No. 1 :- Excavation for foundation/ pipe trenches in earth, soils of all types, sand, gravel and softmurum, including removing the excavated material upto a distance of 50 meters and lift as below,stacking and spreading as directed normal dewatering ,perparing the bed for foundation and excluding backfilling,etc.complete. Lift 0 to 1.5 M ( Rate as per D.S.R. 2021-22 I No 1 P.No.42 | 498.71 | Cum | 165 | ₹82,287.15 |
| 2 | Item No. 2 :- Excavation for foundation/ pipe trenches hard murum, and boulders WBM roads ,including removing the excavated material upto a distance of 50 meters and lift as below,stacking and spreading as directed normal dewatering, perparing the bed for foundation and excluding back filling, etc.complete. Lift 0 to 1.5 M ( Rate as per D.S.R. 2021-22 I No.2 P.No.42 | 249.35 | Cum | 211 | ₹52,612.85 |
| 3 | Item No. 3 :-Excavation for foundation / pipe trenches in soft rock and old ceby controlled blasting, including trimment and lime masonary foundation asphalt road including 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. Lift 0 to 1.5 M. ( Rate as per D.S.R. 2021-22 I No 5 P.No 42 | 83.12 | Cum | 629 | ₹52,282.48 |
| 4 | Item No 5:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20 cm layers including watering and compaction complete. ( Rate as per D.S.R. 2021-22 I No 16 P.No 46 | 97.2 | Cum | 92 | ₹8,942.4 |
| 5 | Item No 6:-Providing lowering,laying and jointing of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores /site, unloading and stacking etc. complete.200 mm dia R.C.C Pipe NP-2 (IS weight of pipes 92.25 kg/m as per of DSR P.No.43) | 100 | Rmt | 561 | ₹56,100 |
| 6 | 250 mm dia R.C.C Pipe NP-2 (IS weight of pipes 92.25 kg/m as per of DSR P.No.43) | 100 | Rmt | 690 | ₹69,000 |
| 7 | 300 mm dia R.C.C Pipe NP-2 (IS weight of pipes 92.25 kg/m as per of DSR P.No.43) | 400 | Rmt | 878 | ₹3,51,200 |
| 8 | 450 mm dia R.C.C Pipe NP-2 (IS weight of pipes 92.25 kg/m as per of DSR P.No.43) | 100 | Rmt | 1,594 | ₹1,59,400 |
| 9 | 600 mm dia R.C.C Pipe NP-2 (IS weight of pipes 92.25 kg/m as per of DSR P.No.43) | 10 | Cum | 2,163 | ₹21,630 |
| 10 | Item No 7:-Providing and constructing on sewer, B.B. masonry circular manhole concentric cone 1.2M dia at bottom and 0.5 m dia at top and upto a depth of 1.50m with 23cm thick brick work in CM 1:4 proportion, excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C 1:2:4 proportion, finishing channels in smooth rendering, providing C.I dapuri type steps each weighing 5.5 kg providing and fixing SFRC frame and cover of 56 cm dia top including cost of all materials and labour, etc complete. Depth upto 0.50 M | 2 | Nos | 6,595 | ₹13,190 |
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