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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC THOTTUNGAL HOUSE KUMARAPURAM P O PALLIKKARA | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 Cr+₹13.5 L (3.49%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.5 Cr+₹66.9 L (17.4%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹4.6 Cr+₹73.1 L (19.0%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹4.8 Cr+₹94.7 L (24.6%)Rejected-AOC KALARIKKAPARAMBIL BRAHMAPURAM P O AMBALAMUGAL ERNAKULAM 682 303 | ERNAKULAM | ERNAKULAM | KERALA | 682303 | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | PRASANTH.MG L3 | T. C.Kunjumon L1 | M.P Salim Pwd Contractor L4 | k.v.jacob and sons L2 | saaj constructions L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Upgradation of road | ||||||||
| 1.01 | 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 | 3,521.13 | cum | 250 ₹8,80,282 | 125 ₹4,40,141 Lowest | 140 ₹4,92,957.92 | 150 ₹5,28,169.2 | 320 ₹11,26,760.96 |
| 1.02 | OD292753/2025-2026
Extra for carriage of materials by mechanical transport including loading, unloading
and transporting the already excavated earth with a lead of 6km | 3,521.13 | cum | 250 ₹8,80,282 | 145 ₹5,10,563.56 Lowest | 340 ₹11,97,183.52 | 150 ₹5,28,169.2 | 600 ₹21,12,676.8 |
| 1.03 | OD295496/2025-2026
Construction of embankment/subgrade with approved materials deposited at site from
roadway cutting by laying and spreading, in layers of thickness not less than 20cm
each and compacted to meet requirement of table 300-2. | 3,521.13 | cum | 150 ₹5,28,169.2 | 190 ₹6,69,014.32 | 220 ₹7,74,648.16 | 125 ₹4,40,141 Lowest | 180 ₹6,33,803.04 |
| 1.04 | OD294152/2025-2026
Preparation of profile by supplying chipped and broken stone aggregates of graded
sizes, transporting the mixed material to the work site, spreading the same in uniform
layers using a motor grader over the prepared surface, and compacting with a
vibratory roller to achieve the required density and profile. | 349.14 | cum | 3,000 ₹10,47,420 | 2,790 ₹9,74,100.6 Lowest | 3,100 ₹10,82,334 | 3,700 ₹12,91,818 | 3,200 ₹11,17,248 |
| 1.05 | 4.2.A.2
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 | 1,492.05 | cum | 3,000 ₹44,76,150 | 2,970 ₹44,31,388.5 Lowest | 3,200 ₹47,74,560 | 3,700 ₹55,20,585 | 3,400 ₹50,72,970 |
| 1.06 | OD227379/2025-2026
Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then
laying interlock cobbles in lines and levels as per the directions of the departmental
officers at site inclusive of all cost & conveyance charges etc.; complete. | 9,947 | sqm | 1,250 ₹1,24,33,750 | 1,140 ₹1,13,39,580 | 1,240 ₹1,23,34,280 | 1,130 ₹1,12,40,110 Lowest | 1,400 ₹1,39,25,800 |
| 1.07 | 12.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate
40 mm nominal size mechanically mixed, placed in foundation and compacted by
vibration including curing for 14 days. | 46.92 | cum | 7,000 ₹3,28,440 | 6,760 ₹3,17,179.2 Lowest | 7,800 ₹3,65,976 | 7,000 ₹3,28,440 | 8,600 ₹4,03,512 |
| 1.08 | OD254548/2025-2026
Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable
material within 50 metre lead as per direction of Engineer-in-Charge. | 720 | sqm | 250 ₹1,80,000 | 130 ₹93,600 Lowest | 380 ₹2,73,600 | 200 ₹1,44,000 | 420 ₹3,02,400 |
| 1.09 | OD292472/2025-2026
Laying departmental interlocking tiles 80mm or nearest size thickness, minimum
strength M30/M40 including providing a layer of 6mm aggregate for 5cm thickness,
then laying interlock cobbles in lines and levels as per the directions of the
departmental officers at site inclusive of all cost & conveyance charges etc.
complete. | 360 | sqm | 700 ₹2,52,000 | 560 ₹2,01,600 | 430 ₹1,54,800 | 400 ₹1,44,000 Lowest | 480 ₹1,72,800 |
Tender Value
₹5.0 Cr
EMD Value
₹1 L
Closing Date
16 Feb 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Managing Director, KINFRA
Managing Director, KINFRA
Improvement of Rear Entrance Area and Capacity Enhancement of Drainage System at EMC, Kakkanad
2026_KINFR_832144_1
KINFRA/EMC/WORKS/44/2025-26
Open Tender
Civil Works - Others
Item Rate
365 days
KINFRA Electronic Manufacturing Cluster
As per NIT
2 documents required · 2 mandatory
₹8,850
₹1 L
KEPIP,Kakkanad
16 Mar 2026
30 Jan 2026
18 Feb 2026
30 Jan 2026
16 Feb 2026
5 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Upgradation of road | |||||
| 1.01 | 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 | 3,521.13 | cum | - | - |
| 1.02 | OD292753/2025-2026
Extra for carriage of materials by mechanical transport including loading, unloading
and transporting the already excavated earth with a lead of 6km | 3,521.13 | cum | - | - |
| 1.03 | OD295496/2025-2026
Construction of embankment/subgrade with approved materials deposited at site from
roadway cutting by laying and spreading, in layers of thickness not less than 20cm
each and compacted to meet requirement of table 300-2. | 3,521.13 | cum | - | - |
| 1.04 | OD294152/2025-2026
Preparation of profile by supplying chipped and broken stone aggregates of graded
sizes, transporting the mixed material to the work site, spreading the same in uniform
layers using a motor grader over the prepared surface, and compacting with a
vibratory roller to achieve the required density and profile. | 349.14 | cum | - | - |
| 1.05 | 4.2.A.2
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 | 1,492.05 | cum | - | - |
| 1.06 | OD227379/2025-2026
Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then
laying interlock cobbles in lines and levels as per the directions of the departmental
officers at site inclusive of all cost & conveyance charges etc.; complete. | 9,947 | sqm | - | - |
| 1.07 | 12.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate
40 mm nominal size mechanically mixed, placed in foundation and compacted by
vibration including curing for 14 days. | 46.92 | cum | - | - |
| 1.08 | OD254548/2025-2026
Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable
material within 50 metre lead as per direction of Engineer-in-Charge. | 720 | sqm | - | - |
| 1.09 | OD292472/2025-2026
Laying departmental interlocking tiles 80mm or nearest size thickness, minimum
strength M30/M40 including providing a layer of 6mm aggregate for 5cm thickness,
then laying interlock cobbles in lines and levels as per the directions of the
departmental officers at site inclusive of all cost & conveyance charges etc.
complete. | 360 | sqm | - | - |
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