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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC AS PER COMMITTEE | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Johnson Philip L1 | MOHANAN N G L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 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 | 55.41 | cum | 360.75 ₹19,987.71 Lowest | 370 ₹20,500.22 |
| 1.00 | OD4817/2025-2026:Surface dressing of the ground in all kind of soil including removing vegetation and inequalities | 496.1 | sqm | 29.1 ₹14,436.51 Lowest | 30 ₹14,883 |
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 21.24 | cum | 1,614.48 ₹34,291.56 Lowest | 1,620 ₹34,408.8 |
| 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 | 47.4 | cum | 2,988.07 ₹1,41,634.52 Lowest | 2,990 ₹1,41,726 |
| 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) | 125.55 | cum | 8,358.3 ₹10,49,384.57 Lowest | 8,360 ₹10,49,598 |
| 1.01 | OD4834/2025-2026:Providing and fixing of direction and place identification retro-reflectorized 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 40cm 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) | 0.9 | sqm | 12,087.38 ₹10,878.64 Lowest | 12,088 ₹10,879.2 |
Tender Value
₹12.7 L
EMD Value
₹31,765
Closing Date
5 May 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer,LSGD SECTION KORUTHODE GP,KORUTHODE P.O,KOTTAYAM DT.
LRRP 2024-25 POONJAR LAC, Sl.No.-2102 IMPROVEMENTS TO E D A P P A R A M P U K A V A L A - MAKKAPPUZHAKKUNNU-PASCHIMA ROAD IN WARD-9 OF KORUTHODU GP, KANJIRAPPALLY BP, KOTTAYAM DIST.-
2025_LSGD_762236_5
01/AE/LID EW/KTKL/2025-26
Open Tender
Civil Works - Roads
Item Rate
360 days
Koruthode
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,765
8 Sept 2025
28 Apr 2025
8 May 2025
28 Apr 2025
5 May 2025
28 Apr 2025
Amount
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
OD4817/2025-2026:Surface dressing of the ground in all kind of soil including removing vegetation and inequalities
3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means
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)
OD4834/2025-2026:Providing and fixing of direction and place identification retro-reflectorized 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 40cm 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)
MOHANAN N G (BID ID -2207473)
Bidder Name
Johnson Philip
MOHANAN N G
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