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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 | L1₹11.1 LAccepted-AOC KAKKUR | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.3 L+₹24,880 (2.25%)Rejected-AOC PURAYIL H PC PALAM PO NARIIKKUNI PIN 673585 | KOZHIKODE | KERALA | 673585 | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.4 L+₹34,935 (3.16%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹12.7 L
EMD Value
₹31,700
Closing Date
3 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 Engineer
UNNIKULAM GRAMA PANCHAYATH
LRRP 2024 25-Balussery LAC Sl No 1159 Padinharayil Kudipparamb Road Unnikulam Grama Panchayath Kozhikode Disrtict
2025_LSGD_755357_1
138/AE/LIDEW/UKLM/LRRP/24-25
Open Tender
Civil Works - Roads
Item Rate
120 days
UNNIKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,670
Yes
₹31,700
Yes
24 May 2025
27 Mar 2025
5 Apr 2025
27 Mar 2025
3 Apr 2025
27 Mar 2025
Amount
DETAILED ESTIMATE
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.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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)
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD468254/2024-2025:DRY RUBBLE MASONRY -Dry rubble masonry with out concrete ,levelling course masonry with good quality rubble including packing to compactness to lines and levels cost and conveyance of all material ,labour charges etc.complete as per direction of departmental officers at site.
12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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
OD482580/2024-2025: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 no's 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 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)
FARSAD P (BID ID -2185948)
NOUSHAD ALI P (BID ID -2183425)
Bidder Name
ABDUL SALEEM K P
NOUSHAD ALI P
FARSAD P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1226623.pdf
boq_comp_chart.xlsx
xlsx
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