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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC PAROTHARA HOUSE VAVAKKAD MOOTHAKUNNAM | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹5.1 L+₹48,316.96 (10.5%)Rejected-AOC OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | L2 | Rejected-AOC Second lowest |
Tender Value
₹4.7 L
EMD Value
₹11,648
Closing Date
19 Oct 2024, 11:00 amClosed
ASSISTANT ENGINEER
LSGD Section , Chittattukkara 683522
culvert constuction
2024_LSGD_695908_1
09/AE/CTTA/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
LSGD Section, Chittattukkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,648
Yes
25 Nov 2024
11 Oct 2024
21 Oct 2024
11 Oct 2024
19 Oct 2024
11 Oct 2024
11 Oct 2024 - 19 Oct 2024
Amount
Culvert
OD374092/2023-2024:RING BUND Type II putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5 height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the complete of the work and clearing the site by dismantling the bund after complete of the work .etc .complete MODIFIED 60.1.2
OD217708/2023-2024:Bailing out water using 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other store, pay of staff etc complete.
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
OD376678/2023-2024:DR 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
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
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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD376682/2023-2024:Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete.(ii) Using Gravel mix soil/Quarry muck
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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
OD373165/2023-2024: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 siteModified 60.7.1
BIJU.O.P
Bidder Name
BIJU.O.P
SUNIL BABU PV
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1084987.pdf
boq_comp_chart.xlsx
xlsx
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