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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L4 SOCIETY₹7.6 LAccepted-Finance | L4 SOCIETY | Accepted-Finance L4 | |
| 2 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | Rejected-Technical L7 | |
| 3 | Rejected-Technical | - | Rejected-Technical L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | AHAMMED KUTTY L7 | MUJEEB RAHMAN K L2 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L6 | UNIVERSAL CONSTRUCTION L3 | KOZHIKODE JILLA LABOUR CONTRACT AND CONSTRACTION CO OP SOCIETY LTD L4 | Bimal EN L1 | SUNEERA L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 27.2 | cum | 250 ₹6,798.75 Lowest | 364 ₹9,898.98 | 370.1 ₹10,064.87 | 400 ₹10,878 | 364 ₹9,898.98 | 350 ₹9,518.25 | 365 ₹9,926.18 |
| 1.00 | OD348504/2025-2026:DRY RUBBLE MASONRY _Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site | 97.33 | cum | 3,525 ₹3,43,098.83 | 3,429.8 ₹3,33,832.72 | 3,487.1 ₹3,39,409.9 | 3,500 ₹3,40,665.5 | 3,442 ₹3,35,020.19 | 2,700 ₹2,62,799.1 Lowest | 3,445 ₹3,35,312.19 |
| 1.00 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.27 | cum | 8,050 ₹26,363.75 | 8,296.5 ₹27,171.04 | 8,435.2 ₹27,625.28 | 7,000 ₹22,925 Lowest | 8,327 ₹27,270.93 | 9,000 ₹29,475 | 8,336 ₹27,300.4 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 37.8 | cum | 45 ₹1,701 Lowest | 56.6 ₹2,139.48 | 57.5 ₹2,173.5 | 250 ₹9,450 | 57 ₹2,154.6 | 200 ₹7,560 | 58 ₹2,192.4 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 39.9 | cum | 390 ₹15,561 | 539.4 ₹21,522.06 | 548.4 ₹21,881.16 | 250 ₹9,975 Lowest | 540 ₹21,546 | 400 ₹15,960 | 545 ₹21,745.5 |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 23.1 | cum | 2,750 ₹63,525 | 2,049.4 ₹47,341.14 Lowest | 2,083.6 ₹48,131.16 | 2,900 ₹66,990 | 2,056 ₹47,493.6 | 2,700 ₹62,370 | 2,060 ₹47,586 |
| 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) | 40.42 | cum | 8,150 ₹3,29,463.75 | 7,884.6 ₹3,18,734.96 | 8,016.4 ₹3,24,062.97 | 7,430 ₹3,00,357.75 Lowest | 7,914 ₹3,19,923.45 | 8,500 ₹3,43,612.5 | 7,960 ₹3,21,783 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
7 Feb 2026, 5:00 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2026_LSGD_832003_1
TA/LSGD/KKD/295/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Chathamangalam
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,186
Yes
14 Jul 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | OD348504/2025-2026:DRY RUBBLE MASONRY _Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site | 0.2 | cum | - | - |
| 1.003 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.004 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1 | cum | - | - |
| 1.005 | 3.14:Construction of Subgrade and Earthen Shoulders 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 | - | - |
| 1.006 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.007 | 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 | - | - |
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