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| Sl No | Description | Qty | Unit | BAIJU V L2 | SAMASYA.M L1 |
|---|---|---|---|---|---|
| 1.00Footpath fromKulathil gurupadham road towards north upto House of Jayan nandhikadu | |||||
| 1.00 | OD355502/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of
subgrade and earthen shoulders with approved material obtained from borrow pits with a lift
upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification
Clause 301.5(WITHOUT POWER ROLLER) | 26.4 | cum | 1,461.48 ₹38,583.07 | 1,391.89 ₹36,745.9 Lowest |
| 1.00 | OD355501/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per
Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For
footpaths (Derived from 4.11.2)(WITHOUT ROLLER) | 8.8 | cum | 2,459.02 ₹21,639.38 | 2,341.92 ₹20,608.9 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) | 13.2 | cum | 10,041.94 ₹1,32,553.61 | 9,563.75 ₹1,26,241.5 Lowest |
| 2.00Foothpath Concreting - Pazhayanadakkavu road to Biju karippamvelikkakam | |||||
| 2.00 | OD365797/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of
subgrade and earthen shoulders with approved material obtained from borrow pits with a lift
upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification
Clause 301.5(WITHOUT POWER ROLLER) | 6.3 | cum | 1,461.48 ₹9,207.32 | 1,391.89 ₹8,768.91 Lowest |
| 2.00 | OD365796/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per
Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For
footpaths (Derived from 4.11.2)(WITHOUT ROLLER) | 2.1 | cum | 2,459.02 ₹5,163.94 | 2,341.92 ₹4,918.03 Lowest |
| 2.00 | 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) | 3.15 | cum | 10,041.94 ₹31,632.11 | 9,563.75 ₹30,125.81 Lowest |
| 3.00Nandikadu road towards west MayaAshokan Aswathy nivas footpath | |||||
| 3.00 | OD365803/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of
subgrade and earthen shoulders with approved material obtained from borrow pits with a lift
upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification
Clause 301.5(WITHOUT POWER ROLLER) | 6.25 | cum | 1,461.48 ₹9,134.25 | 1,391.89 ₹8,699.31 Lowest |
Tender Value
₹2.8 L
EMD Value
₹6,946
Closing Date
1 Nov 2025, 6:00 pmClosed
Assistant Engineer
LSGD PUNNAPRA SOUTH
PR NO 76/26 CONCRETING OF FOOTHPATHS IN WRAD 4
2025_LSGD_814656_3
05T/AE/LSGD/PSGP
Open Tender
Civil Works - Roads
Item Wise
180 days
punnapra south gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹615
Yes
₹6,946
Yes
20 May 2026
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
Footpath fromKulathil gurupadham road towards north upto House of Jayan nandhikadu
OD355502/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5(WITHOUT POWER ROLLER)
OD355501/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For footpaths (Derived from 4.11.2)(WITHOUT ROLLER)
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)
Foothpath Concreting - Pazhayanadakkavu road to Biju karippamvelikkakam
OD365797/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5(WITHOUT POWER ROLLER)
OD365796/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For footpaths (Derived from 4.11.2)(WITHOUT ROLLER)
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)
Nandikadu road towards west MayaAshokan Aswathy nivas footpath
OD365803/2025-2026:AMBALAPPUZHA TALUK-Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5(WITHOUT POWER ROLLER)
OD365802/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For footpaths (Derived from 4.11.2)(WITHOUT ROLLER)
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)
BAIJU V (BID ID -2423940)
Bidder Name
BAIJU V
SAMASYA.M
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