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Tender ID
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 | 1₹12.5 LAccepted-AOC 1208 SUB TREASURY KOTHAMANGALAM | ERNAKULAM | KERALA | 680667 | 1 | Accepted-AOC L1 | |
| 2 | 2₹12.7 L+₹20,972.77 (1.68%)Rejected-Finance ASAMANNOOR KERALA | PALAKKAD | KERALA | 678001 | 2 | Rejected-Finance L2 |
Tender Value
₹12.7 L
EMD Value
₹31,772
Closing Date
7 Apr 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 Executive Engineer
O/o,Assistant Executive Engineer, LSGD Subdivision Kothamangalam
LRRP-2024-25-2024-25- Kothamangalam LAC Sl.No-513-Vayanshalapadi Thottumugham Road (Vayanashalapadi Millumpadi Road) Nellikuzhy GP,Ernakulam District General Civil Work
2025_LSGD_756343_1
LRRP513
Open Tender
Civil Works - Roads
Item Rate
365 days
Nellikuzhy
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹31,772
Yes
5 Jun 2025
29 Mar 2025
9 Apr 2025
29 Mar 2025
7 Apr 2025
29 Mar 2025
29 Mar 2025 - 7 Apr 2025
Amount
Construction of culvert andside protection wall
OD495983/2024-2025:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of un serviceable material within 50 metres lead as per direction of Engineer-in- Charge:
OD496321/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2
OD496003/2024-2025:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
OD496199/2024-2025:DR Packing under Foundation - Dry stone packing under foundation with DEPARTMENT RUBBLE. complete as per direction of departmental officers at site Modified 60.7.2
OD502534/2024-2025:DR Packing under Foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.2
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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
OD502374/2024-2025:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD502395/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD507408/2024-2025: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 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)
MAHIN SHA K M (BID ID -2184700)
Bidder Name
PAUL C V
MAHIN SHA K M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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