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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.9 L+₹30,846.24 (4.67%)Rejected-AOC MALPAN HOUSE NAYATHODE P O ANGAMALY ERNAKULAM | ANGAMALY | ERNAKULAM | KERALA | L2 | Rejected-AOC L2 |
Tender Value
₹6.0 L
EMD Value
₹15,038
Closing Date
24 Jan 2025, 2:30 pmClosed
The Assistant Enginee
The Assistant Engineer, LID and EW Section , Eriyad Grama Panchayat
ERIYAD GP 2024-25 CONSTRUCTION OF CULVERT AND ROAD AT THANAM ROAD WARD 23-PRO NO 141/25
2025_LSGD_725970_8
03/2025/AE/LID AND EW/ERD
Open Tender
Civil Works - Roads
Item Rate
180 days
Eriyad Grama Panchayat
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,330
Yes
₹15,038
Yes
8 May 2025
16 Jan 2025
25 Jan 2025
16 Jan 2025
24 Jan 2025
16 Jan 2025
Amount
Culvert
OD202807/2024-2025:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( Modified data 60.2.2)
OD202808/2024-2025::RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 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 thework.etc.complete ( As per modified data 60.1.2)
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
OD202809/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material nd labour charges etc. complete as per direction of departmental officers at site.(As per modified Data 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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 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)
13.1.1.1: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
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)
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.
OD220893/2024-2025:Filling with Quarry muck- Filling up low lying and water logged areas with local material/quarry muck, spreading in layer, levelling up top at site and consolidation by ramming etc. complete.
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
OD220999/2024-2025:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp;amp; conveyance charges etc. complete. [MoRTH 55.23 modified]
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)
M O DAVIS (BID ID -2075427)
Bidder Name
M/S SAJEEVAN P A
M O DAVIS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1156518.pdf
boq_comp_chart.xlsx
xlsx
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