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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 CrAccepted-AOC | ₹12.1 Cr | L1 | Accepted-AOC First lowest |
| 2 | L2₹12.1 CrRejected-AOC | ₹12.1 Cr | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹12.5 CrRejected-Finance | ₹12.5 Cr | L3 | Rejected-Finance Third Lowest |
| 4 | L4₹13.4 CrRejected-AOC KANNUR | KERALA | 670001 | ₹13.4 Cr | L4 | Rejected-AOC Forth Lowest |
| 5 | L5₹13.5 CrRejected-Finance | ₹13.5 Cr | L5 | Rejected-Finance Fifth Lowest |
| Sl No | Description | Qty | Unit | SREEDHANYA CONSTRUCTION COMPANY L5 | irikkur construction company L1 | Baab Construction india Pvt Ltd L3 | PMR Construction Company L6 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L4 | K.MUHAMMED HAJI L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix - A, Formation of Roadway | |||||||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | 0.81 | Hectare | 50,000 ₹40,500 | 49,544.69 ₹40,131.20 | 50,000 ₹40,500 | 57,471.84 ₹46,552.19 | 49,114 ₹39,782.34 | 53,508 ₹43,341.48 |
| 1.00 | 2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm | 77 | each | 2,000 ₹1.5 L | 2,052.78 ₹1.6 L | 2,100 ₹1.6 L | 2,381.22 ₹1.8 L | 9,120 ₹7.0 L | 2,217 ₹1.7 L |
| 1.00 | 2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm | 56 | each | 1,000 ₹56,000 | 980.72 ₹54,920.32 | 1,000 ₹56,000 | 1,137.64 ₹63,707.84 | 5,700 ₹3.2 L | 1,059 ₹59,304 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 14,243.8 | sqm | 5 ₹71,218.98 | 5.55 ₹79,053.06 | 6.5 ₹92,584.67 | 6.44 ₹91,730.04 | 17 ₹2.4 L | 5 ₹71,218.98 |
| 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 | 17,032.12 | cum | 200 ₹34.1 L | 100 ₹17.0 L | 50 ₹8.5 L | 56.21 ₹9.6 L | 200 ₹34.1 L | 52 ₹8.9 L |
| 1.01 | 3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 140 | cum | 200 ₹28,000 | 200 ₹28,000 | 70 ₹9,800 | 75.2 ₹10,528 | 399 ₹55,860 | 70 ₹9,800 |
| 1.01 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | 262.5 | cum | 600 ₹1.6 L | 593.34 ₹1.6 L | 650 ₹1.7 L | 688.27 ₹1.8 L | 3,192 ₹8.4 L | 640 ₹1.7 L |
| 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. | 3,406.42 | cum | 200 ₹6.8 L | 91.22 ₹3.1 L | 94 ₹3.2 L | 105.82 ₹3.6 L | 160 ₹5.5 L | 98 ₹3.3 L |
| 1.01 | OD137132/2024-2025:Construction of sub-grade and earthen shoulders with approved material obtained from road way cutting | 6,182.52 | cum | 200 ₹12.4 L | 129.82 ₹8.0 L | 130 ₹8.0 L | 150.59 ₹9.3 L | 556 ₹34.4 L | 140 ₹8.7 L |
Tender Value
₹11.6 Cr
EMD Value
₹5 L
Closing Date
11 Apr 2025, 3:00 pmClosed
Project Director, PMU-KRFB, TVM
The Project Director, Kerala Road Fund Board, Project Management Unit, Ground Floor, BSNL Office Building at CGM(O), Doorsanchar Bhavan, PMG Junction Trivandrum 695033
Construction
2025_KRFB_756308_1
PWD/KR/TR/1956/2023_5_1_1/1
Open Tender
Civil Works - Roads
545 days
Kozhikode
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,518
Yes
₹5 L
Yes
14 Nov 2025
28 Mar 2025
15 Apr 2025
28 Mar 2025
11 Apr 2025
28 Mar 2025
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