Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-AOC | L1 | Accepted-AOC L1 Work awarded | |
| 2 | L2₹50.8 L+₹2.2 L (4.45%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹53.1 L+₹4.5 L (9.35%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹57.7 L+₹9.1 L (18.7%)Rejected-Finance | L4 | Rejected-Finance FINANCIAL EVALUATION | |
| 5 | L5₹58.2 L+₹9.6 L (19.8%)Rejected-Finance | L5 | Rejected-Finance FINANCIAL EVALUATION |
| Sl No | Description | Qty | Unit | GOPALAKRISHNAN NAIR L4 | NAZARUDEEN L2 | SHIJU.C.RAJU L1 | Baby Varghese L3 | ARUN V G L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Restoration work | ||||||||
| 1.00 | 2.4.1.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means | 157.17 | cum | 1,409.23 ₹2,21,491.5 | 1,195 ₹1,87,820.54 | 1,163.73 ₹1,82,905.77 Lowest | 1,272.67 ₹2,00,028.09 | 1,422.22 ₹2,23,533.16 |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 754 | cum | 54.16 ₹40,836.64 | 49 ₹36,946 | 45.52 ₹34,322.08 Lowest | 49.78 ₹37,534.12 | 54.66 ₹41,213.64 |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 480.9 | cum | 74.3 ₹35,730.87 | 68 ₹32,701.2 Lowest | 268.73 ₹1,29,232.26 | 293 ₹1,40,903.7 | 74.99 ₹36,062.69 |
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 301.6 | cum | 4,113.25 ₹12,40,556.2 | 3,650 ₹11,00,840 | 3,395.75 ₹10,24,158.2 Lowest | 3,713.64 ₹11,20,033.82 | 4,151.16 ₹12,51,989.86 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 301.6 | cum | 4,050.15 ₹12,21,525.24 | 3,500 ₹10,55,600 | 3,342.52 ₹10,08,104.03 Lowest | 3,655.42 ₹11,02,474.67 | 4,087.48 ₹12,32,783.97 |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 157.47 | cum | 9,827.73 ₹15,47,592.3 | 8,700 ₹13,70,006.4 | 8,108.27 ₹12,76,825.49 Lowest | 8,867.31 ₹13,96,353.04 | 9,918.31 ₹15,61,856.11 |
| 1.01 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | 156.5 | cum | 9,045.94 ₹14,15,689.61 | 8,000 ₹12,52,000 | 7,463.72 ₹11,68,072.18 Lowest | 8,162.42 ₹12,77,418.73 | 9,129.31 ₹14,28,737.02 |
| 1.01 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 8 | cum | 654.87 ₹5,238.96 | 595 ₹4,760 | 542.96 ₹4,343.68 Lowest | 593.79 ₹4,750.32 | 660.91 ₹5,287.28 |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 377 | cum | 100.43 ₹37,862.11 | 94 ₹35,438 | 84.52 ₹31,864.04 Lowest | 92.43 ₹34,846.11 | 101.35 ₹38,208.95 |
Tender Value
₹53.1 L
EMD Value
₹50,000
Closing Date
24 Sept 2025, 5:00 pmClosed
Excecutive Engineer
KSTP DIVISION Kottarakkara
DEPOSIT-Restoration work along MC road in OFC laid portion from Thycode to Nilamel- From Km 25/250 to Km 45/400 RHS-General Civil Work
2025_PWD_797424_1
PWD/KP/TR/12301/2024_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottarakkara
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
27 Oct 2025
15 Sept 2025
26 Sept 2025
15 Sept 2025
24 Sept 2025
15 Sept 2025
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1320921.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 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 .