Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Quoted Lowest Rate Hence Accepted |
| 2 | L2₹4.3 L+₹9,860.03 (2.33%)Rejected-Finance | ₹4.3 L+₹9,860.03 (2.33%) | L2 | Rejected-Finance Quoted Highest Rate Hence Rejected |
| 3 | L3₹4.4 L+₹16,927.09 (4.00%)Rejected-Finance | ₹4.4 L+₹16,927.09 (4.00%) | L3 | Rejected-Finance Quoted Highest Rate Hence Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bid Withdrawn |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bid Withdrawn |
Tender Value
₹4.2 L
EMD Value
₹4,232
Closing Date
25 May 2026, 6:00 pmClosed
Sarpanch Yetgaon
At Post Yetgaon Tal Kadegaon Dist Sangli
Constructing remaining internal gutter and concrete road from Ananda Shingade house to Bhiku Gaikawad house ( Tukaram Nagu Jarag to Vishnu Shiripati Jarag house ) At Yetgaon Tal Kadegaon Dist Sangli
2026_SANGL_1303821_1
VP Yetgaon/ET-01/2026-27
Open Tender
Civil Works - Others
Percentage
180 days
At Post Yetgaon Tal Kadegaon Dist Sangli
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
₹4,232
Yes
24 Aug 2026
18 May 2026
27 May 2026
18 May 2026
25 May 2026
18 May 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 |
|---|---|---|---|---|---|
| 1Description | |||||
| 1.01 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting for all leads and lifts excetra complete. | - | cubic meter | - | - |
| 1.02 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork,laying/pumping, compacting and curing excetra complete, with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled reversible Drum Type mixer. - With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) | - | cubic meter | - | - |
| 1.03 | Providing dry trap / granite/quartz/gneiss rubber stone soiling 50 cm to 20 cm thick including hand packing and compacting , exetra complete. | - | cubic meter | - | - |
| 1.04 | Providing and laying in situ cement concrete M 20 with tremix treatment for 100 mm thickness for flowering with groove cutting of 4 mm wide 20 mm Deep with necessary refilling with bitumen , exectra complete (using artificial sand) | - | square meter | 1 | - |
| 1.05 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. | 1 | cubic meter | - | - |
| 2Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. | |||||
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.62 MB
BOQ_2238449.xls
BOQ • 0.26 MB
B1.pdf
Tender Documents • 1.50 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .