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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC | ₹6.3 L | 1 | Accepted-AOC Lowest |
| 2 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | NAZARUDEEN L3 | S.BUHARI L5 | G GIRIKUMAR L7 | SHIBU R L6 | Sreekrishna Constructions L1 | SIBIN B S L4 | INZAR S L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | ||||||||||
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.07 | cum | 98 ₹496.76 Lowest | 546.85 ₹2,771.98 | 469.15 ₹2,378.12 | 558.87 ₹2,832.91 | 500 ₹2,534.5 | 500 ₹2,534.5 | 483.06 ₹2,448.63 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2.33 | cum | 54 ₹125.55 | 55 ₹127.88 | 57.26 ₹133.13 | 56.51 ₹131.39 | 67 ₹155.78 | 51 ₹118.58 | 48.85 ₹113.58 Lowest |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 120 | sqm | 9 ₹1,080 Lowest | 42.96 ₹5,155.2 | 44.48 ₹5,337.6 | 43.9 ₹5,268 | 40 ₹4,800 | 41 ₹4,920 | 37.95 ₹4,554 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 396 | sqm | 9 ₹3,564 Lowest | 13.48 ₹5,338.08 | 13.96 ₹5,528.16 | 13.77 ₹5,452.92 | 10 ₹3,960 | 13 ₹5,148 | 11.91 ₹4,716.36 |
| 1.00 | OD69035/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.50m | 25.2 | sqm | 36 ₹907.2 | 30.94 ₹779.69 | 32.04 ₹807.41 | 31.62 ₹796.82 | 37 ₹932.4 | 30 ₹756 | 27.33 ₹688.72 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 79.72 | cum | 7,400 ₹5,89,965 | 8,053.69 ₹6,42,080.44 | 8,339.16 ₹6,64,839.53 | 8,230.64 ₹6,56,187.77 | 6,950 ₹5,54,088.75 Lowest | 7,580 ₹6,04,315.5 | 7,114.19 ₹5,67,178.8 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 9.59 | cum | 7,400 ₹70,988.2 | 7,736.21 ₹74,213.46 | 8,010.42 ₹76,843.96 | 7,906.18 ₹75,843.98 | 6,950 ₹66,671.35 | 7,400 ₹70,988.2 | 6,833.74 ₹65,556.07 Lowest |
Tender Value
₹8.9 L
EMD Value
₹22,168
Closing Date
28 Jul 2026, 4:00 pmClosed
ASSISTANT ENGINEER
LID AND EW KILIMANOOR GP
Proj No 12 Renovation of Kadambattukonam Kunnuvila Road in Ward 7
2026_LSGD_859920_7
01/2026-27/AE/LIDANDEW/KMRGP/I
Open Tender
Civil Works - Roads
Percentage
180 days
KILIMANOOR
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,955
Yes
₹22,168
Yes
8 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
21 Jul 2026 - 28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 1.001 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.004 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.005 | OD69035/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.50m | 1 | sqm | - | - |
| 1.006 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.007 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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