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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.1 LAdmitted-Finance | -10.12% | ₹12.1 L | L1 | Admitted-Finance |
| 2 | L2₹12.2 L+₹2,971.79 (0.24%)Admitted-Finance | -9.90% | ₹12.2 L+₹2,971.79 (0.24%) | L2 | Admitted-Finance |
| 3 | L3₹12.3 L+₹20,127.14 (1.66%)Admitted-Finance | -8.63% | ₹12.3 L+₹20,127.14 (1.66%) | L3 | Admitted-Finance |
| 4 | L4₹12.8 L+₹69,161.74 (5.70%)Admitted-Finance | -5.00% | ₹12.8 L+₹69,161.74 (5.70%) | L4 | Admitted-Finance |
| 5 | L5₹13.1 L+₹96,583.29 (7.96%)Admitted-Finance | -2.97% | ₹13.1 L+₹96,583.29 (7.96%) | L5 | Admitted-Finance |
Tender Value
₹13.5 L
EMD Value
₹13,508
Closing Date
22 Apr 2026, 5:00 pmClosed
Cheif Executive Officer Zilla Parishad Pune
Yashwantrao Chavan Bhavan Pune Camp Pune 411001
9.Repairs to Kondgaon Water Suppy Scheme Tal Bhor
2026_RDPUN_1294907_9
ZP/PUNE/RWS/E-Tender/ 01 /2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
Pune
Please refer Tender Notice
3 documents required · 3 mandatory
₹590
₹13,508
Yes
30 Apr 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 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 |
|---|---|---|---|---|---|
| - | Item No.1 :- Providing and laying in situ PCC M:150( 1:2:4 ) grades of cement concrete of trap / granite / quartzite / gneiss metal for foundition and bedding,
including dewatering, form-work, compacting andcuring, etc. complete. ( for levelling course ) | - | Cum | - | - |
| - | Item No.2 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum and in hard murum including removing
the excavated material upto a distance of 50 M and lift upto 1.5 M, stacking and spreading as directed. Dewatering, showring and strutting, preparing the
bed for the foundation etc. complete. | - | Cum | - | - |
| - | Item No.3 :- Excavation for foundation / pipe trenches in hard murum & boulders , soft rock and old foundation and lime masonry foundation and in
hard rock by blasting including removing the excavated material upto a distance of 50 M with lift upto 1.5 M stacking as directed dewatering,
showring, structing, preparing the bed for the foundation and excluding back filling etc. complete. | - | Cum | - | - |
| - | Item No.3a :- Excavation for foundation / pipe trenches in hard murum & boulders , soft rock and old foundation and lime masonry foundation and in
hard rock by blasting including removing the excavated material upto a distance of 50 M with lift upto 1.5 M stacking as directed dewatering,
showring, structing, preparing the bed for the foundation and excluding back filling etc. complete | - | Cum | - | - |
| - | Item No.4 :- Providing at site of work G.I. Pipes as mentioned below as per relevant IS specifications including all taxes, freight charges, octori, loading,
unloading, transportation upto the site of work, paying Third Party ( approved by MJP ) inspection charges, including Lowering,laying and jointing
,guarding pipes till hydraulic test is given and line is commisioned etc. complete. A ) Material 80 mm dia . G.I. B class | - | Rm | - | - |
| - | 90 mm dia. HDPE 8 kg | - | Rm | - | - |
| - | B ) Labour 80 mm dia . G.I. B class | - | Rm | - | - |
| - | 90 mm dia. HDPE 8 kg | - | Rm | - | - |
| - | C ) Hydraulic Testing 80 mm dia . G.I. B class | - | Rm | - | - |
| - | 90 mm dia. HDPE 8 kg | - | Rm | 1 | - |
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BOQ_2224974.xls
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