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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.3 LAccepted-AOC PADIKKAL THATHA CHERI VATHMUKK | ₹13.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹14.0 L+₹70,599 (5.32%)Rejected-AOC NA | ₹14.0 L+₹70,599 (5.32%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M.P.Thufail L2 | ABDULLA KELOTH L1 |
|---|---|---|---|---|---|
| 1.00concrete road | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 129.82 | cum | 60 ₹7,789.5 | 50 ₹6,491.25 Lowest |
| 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. | 43.88 | cum | 300 ₹13,162.5 | 200 ₹8,775 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 86.55 | cum | 3,200 ₹2,76,960 | 2,900 ₹2,50,995 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) | 129.82 | cum | 8,400 ₹10,90,530 | 8,100 ₹10,51,582.5 Lowest |
| 1.00 | OD431299/2024-2025: 1:LRRP-Dupli
1.001-Specification code: OD424873/2024-2025
Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
Unit = sqm Taking output = 0.9 sqm | 0.9 | sqm | 10,000 ₹9,000 Lowest | 10,000 ₹9,000 Lowest |
Tender Value
₹13.6 L
EMD Value
₹33,982
Closing Date
24 Mar 2025, 6:00 pmClosed
ASSITANT ENGINEER
LID EW SECTION AZHIYUR GRAMA PANCHAYATH
LRRP Karoth Mukku Puliyeri Nada Railway Station Road
2025_LSGD_751000_3
01/2025/AE/AZR
Open Tender
Civil Works - Roads
Item Rate
120 days
AZHIYUR
PLEASE REFER TENDER DOCUQMENT
8 documents required · 8 mandatory
₹2,760
Yes
₹33,982
Yes
14 Aug 2025
17 Mar 2025
26 Mar 2025
17 Mar 2025
24 Mar 2025
17 Mar 2025
Amount
concrete road
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
OD431299/2024-2025: 1:LRRP-Dupli 1.001-Specification code: OD424873/2024-2025 Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2) Unit = sqm Taking output = 0.9 sqm
M.P.Thufail (BID ID -2170144)
Bidder Name
M.P.Thufail
ABDULLA KELOTH
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