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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹4.5 LAccepted-AOC | ₹4.5 L Quoted ₹4.6 L | L2 | Accepted-AOC Low Rate |
| 2 | L1₹4.5 LRejected-Finance | ₹4.5 L | L1 | Rejected-Finance Low Rate But PSD
DD Not Submitted So Rejected |
| 3 | L3₹4.7 LRejected-Finance | ₹4.7 L | L3 | Rejected-Finance High Rate Rejected |
| 4 | L4₹4.8 LRejected-Finance | ₹4.8 L | L4 | Rejected-Finance High Rate Rejected |
| 5 | L5₹5.2 LRejected-Finance | ₹5.2 L | L5 | Rejected-Finance High Rate Rejected |
Tender Value
₹5.1 L
EMD Value
₹5,096
Closing Date
10 Apr 2026, 5:00 pmClosed
PRASHASAK
AP CHANCHALI TAL KOREGAON DIST SATARA
CONSTRACTION OF CONCRIT ROAD AT CHAMBHARWASTI CHANCHALI TAL KOREGAON DIST SATARA
2026_SATAR_1290625_1
GP CHANCHALI/ET/1/2025/26
Open Tender
Civil Works - Roads
180 days
AP CHANCHALI TAL KOREGAON DIST SATARA
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹5,096
15 May 2026
27 Mar 2026
13 Apr 2026
27 Mar 2026
10 Apr 2026
27 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Items | ||||||
| 1.01 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 600 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND). | - | Running Metre | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete Cover medium duty 140 kilogram with frame excetra complete. (using ARTIFICIAL SAND). | - | Number | - | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete. | - | Square Metre | - | - | BI01010001010000000000000515BI0100001119 |
| 8.01 | 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 Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND). | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001120 |
| 9.01 | Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. (using ARTIFICIAL SAND). | - | Square Metre | - | - | BI01010001010000000000000515BI0100001121 |
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