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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC KOLLAM KERALA | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC LOWEST AMOUNT QUOTED | |
| 2 | L2₹4.3 L+₹6,062.36 (1.43%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST AMOUNT QUOTED |
| Sl No | Description | Qty | Unit | Rijil Lal VP L2 | LANEESH O L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 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. | 32.88 | cum | 700 ₹23,016 | 609.91 ₹20,053.84 Lowest |
| 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. | 33 | cum | 64.04 ₹2,113.32 Lowest | 64.04 ₹2,113.32 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 22.45 | cum | 3,124.47 ₹70,144.35 Lowest | 3,124.47 ₹70,144.35 Lowest |
| 1.00 | 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) | 33.67 | cum | 9,000 ₹3,03,075 | 8,915 ₹3,00,212.63 Lowest |
| 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 | 2.43 | cum | 412.06 ₹1,002.13 Lowest | 412.06 ₹1,002.13 Lowest |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 0.61 | cum | 8,500 ₹5,168 | 8,401.36 ₹5,108.03 Lowest |
| 1.01 | 12.5.3: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 III. R.C.C grade M 20 | 1.37 | cum | 9,760.25 ₹13,352.02 Lowest | 9,760.25 ₹13,352.02 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.07 | tonne | 94,197.71 ₹7,064.83 Lowest | 94,197.71 ₹7,064.83 Lowest |
| 1.01 | OD212300/2025-2026:Providing and fixing metal name board of size 120x60 cm with MS sheet 0.8mm thick, 15mm dia and 2mm thick GI pipe, 35x35x5mm angle for post etc. erected in concrete of CC 1:2:4 | 1 | each | 4,000 ₹4,000 | 3,822.14 ₹3,822.14 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
13 Mar 2026, 6:55 pmClosed
ASSISTANT ENGINNER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER LSGD SUB DIVISION KUNNUMMAL BLOCK PANCHAYATH
ANNUAL PLAN PR NO 51/2025-26 CONSTRUCTION OF MAVILAKUNNU KANAL ROAD IN KAYAKKODI GRAMA PANCHAYTH AT KUNNUMMAL BP
2026_LSGD_844058_1
3/AE/LSGD/BLK/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
LSGD SUBDIVISION KUNNUMMAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,581
Yes
11 Jun 2026
5 Mar 2026
14 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 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. | - | cum | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.007 | 12.5.3: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 III. R.C.C grade M 20 | - | cum | - | - |
| 1.008 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1 | tonne | - | - |
| 1.009 | OD212300/2025-2026:Providing and fixing metal name board of size 120x60 cm with MS sheet 0.8mm thick, 15mm dia and 2mm thick GI pipe, 35x35x5mm angle for post etc. erected in concrete of CC 1:2:4 | - | each | - | - |
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