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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 CrAccepted-AOC | ₹10.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹12.4 CrRejected-AOC | ₹12.4 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | RAY CONSTRUCTIONS LIMITED L2 | AHAMMED HARIS B L1 |
|---|---|---|---|---|---|
| 1.00Road Way | |||||
| 1.01 | 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 | 22,663.35 | cum | 270 ₹61.2 L | 54.48 ₹12.3 L |
| 1.02 | Extra for carriage of Earth upto a lead of 1 to 2km | 22,663.35 | cum | 160 ₹36.3 L | 363.2 ₹82.3 L |
| 1.03 | Construction of sub-grade and earthen shoulders with approved material obtained from department/site with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2 | 1,487.17 | cum | 270 ₹4.0 L | 113.5 ₹1.7 L |
| 1.04 | 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 | 5,184 | cum | 710 ₹36.8 L | 726.4 ₹37.7 L |
| 1.05 | Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method | 3,456 | cum | 3,485 ₹1.2 Cr | 2,769.4 ₹95.7 L |
| 1.06 | 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. | 3,456 | cum | 3,815 ₹1.3 Cr | 2,951 ₹1.0 Cr |
| 1.07 | Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 17,280 | sqm | 55 ₹9.5 L | 68.1 ₹11.8 L |
| 1.08 | Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 17,280 | sqm | 65 ₹11.2 L | 10.9 ₹1.9 L |
| 1.09 | Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 17,280 | sqm | 55 ₹9.5 L | 11.8 ₹2.0 L |
Tender Value
₹12.0 Cr
EMD Value
₹5 L
Closing Date
23 Aug 2025, 5:00 pmClosed
Managing Director, KINFRA
Managing Director, KINFRA, Thiruvanathapuram
Package - I of Phase II Development Works of KINFRA Integrated Industrial and Textile Park at Kanjikkode, Palakkad.
2025_KINFR_781816_1
KINFRA/IITP/10/2025-26
Open Tender
Civil Works - Others
365 days
KINFRA IITP at Kanjikode
As per NIT
2 documents required · 2 mandatory
₹17,700
₹5 L
KINFRA IITP at Kanjikode,Palakkad
14 Nov 2025
2 Aug 2025
27 Aug 2025
2 Aug 2025
23 Aug 2025
13 Aug 2025
7 Aug 2025
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