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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.6 LAccepted-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KUTTIYIL MANGAMKUZHY | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BAIJU V L1 | SIBI FRANCIS L3 | TOJY THOMAS L2 |
|---|---|---|---|---|---|---|
| 1.00Side protection wall | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 169.54 | cum | 383.58 ₹65,032.15 Lowest | 403.53 ₹68,414.48 | 397.7 ₹67,426.06 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 438.51 | cum | 5,949.34 ₹26,08,874.83 Lowest | 6,258.86 ₹27,44,603.99 | 6,168.4 ₹27,04,935.93 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 13.51 | cum | 8,300.7 ₹1,12,100.95 Lowest | 8,732.55 ₹1,17,933.09 | 8,606.4 ₹1,16,229.43 |
| 1.00 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 3.52 | cum | 9,085.4 ₹31,980.61 Lowest | 9,558.07 ₹33,644.41 | 9,420 ₹33,158.4 |
| 1.00 | 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 | 1.51 | tonne | 87,684.61 ₹1,32,842.18 Lowest | 92,246.47 ₹1,39,753.4 | 90,914.2 ₹1,37,735.01 |
| 1.01 | OD181381/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,
transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables
300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(Without roller) | 278.63 | cum | 1,209.27 ₹3,36,938.9 Lowest | 1,272.19 ₹3,54,470.3 | 1,253.8 ₹3,49,346.29 |
| 1.01 | OD179474/2025-2026:Providing and fixing guard post of size 200mmX200mmX1400mm long 800mm above GL and
600mm below GL cast in M20 grade concrete reinforced with 4 nos of 8mm bars and 6mm dia
stirrups @ 100mm c/c firmly fixed in foundation of size 0.5mx0.5mx0.45 in M15 grade
concrete below GL including painting 2 coats of synthetic enamel paint in alternate white and
black bands of 20cm width (Derived from MoRTH 55.16) | 160 | each | 1,836.76 ₹2,93,881.6 Lowest | 1,932.31 ₹3,09,169.6 | 1,904.4 ₹3,04,704 |
| 1.01 | 10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | 8 | metre | 3,200.42 ₹25,603.36 Lowest | 3,366.92 ₹26,935.36 | 3,318.2 ₹26,545.6 |
| 1.01 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.96 | sqm | 7,766.17 ₹7,455.52 Lowest | 8,170.21 ₹7,843.4 | 8,052.2 ₹7,730.11 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
9 Feb 2026, 5:00 pmClosed
Executive Engineer
LSGD OFFICE
Fresh Tender GENERAL-BUDGET WORK 2024 2025 BUDGET WORK 2682 ALAPPUZHA DISTRICT AMBALAPPUZHA LAC MATHOOCHIRA ATTUTHEERAM ROAD IN PUNNAPRA SOUTH GRAMA PANCHAYATH AMBALAPUZHA BLOCK PANCHAYATH General Civil Work
2026_LSGD_831452_29
JP/JAN/FRESH/LIDEW/ALPY/25-26
Open Tender
Civil Works - Roads
Item Rate
300 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
26 Mar 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
Side protection wall
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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<br> For height upto 5 m <br> III. R.C.C grade M 20
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
OD181381/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(Without roller)
OD179474/2025-2026:Providing and fixing guard post of size 200mmX200mmX1400mm long 800mm above GL and 600mm below GL cast in M20 grade concrete reinforced with 4 nos of 8mm bars and 6mm dia stirrups @ 100mm c/c firmly fixed in foundation of size 0.5mx0.5mx0.45 in M15 grade concrete below GL including painting 2 coats of synthetic enamel paint in alternate white and black bands of 20cm width (Derived from MoRTH 55.16)
10.14:Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm <br> Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Road work
OD181397/2025-2026:Construction of Embankment wih meterial obtained from borrow pit with a lift up to 1.5m, transporting to<br>site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 &300.2with<br>lead upto 1000 m as per Technical Specification Clause 301.5.with roller compaction
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.
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)
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