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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC | L1 | Accepted-AOC As per committee resolution number 2(2) dated 15/02/2025 | |
| 2 | L2₹15.7 L+₹166 (0.01%)Rejected-Finance NARIKULAM HOUSE KANJOOR KANJOOR ERNAKULAM DISTRICT | KANJOOR | ERNAKULAM | KERALA | L2 | Rejected-Finance As per committee resolution number 2(2) dated 15/02/2025 |
Tender Value
₹15.7 L
EMD Value
₹39,180
Closing Date
6 Feb 2025, 5:00 pmClosed
SHEHANA C A
ASSISTANT ENGINEER OKKAL GRAMA PANCHAYAT OKKAL
221/25 C O N S T R U C T I O N O F KUNNEKKATTUMALA CULTURAL CENTRE ROAD AND LINK ROAD IN WARD 12
2025_LSGD_722017_2
48/AE/LSGD/OKL/24-25
Open Tender
Civil Works - Roads
Item Rate
210 days
OKKAL
221/25
C O N S T R U C T I O N O F
KUNNEKKATTUMALA CULTURAL CENTRE ROAD AND LINK ROAD IN
WARD 12
7 documents required · 7 mandatory
₹2,760
₹39,180
27 Mar 2025
29 Jan 2025
11 Feb 2025
29 Jan 2025
6 Feb 2025
29 Jan 2025
Amount
Road maintenance
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
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
12.5.1.1: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)
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
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD287632/2024-2025:Construction of granular sub-base by providing local material spreading uniform layers on prepared surface and compacting to achieve the desired density complete. (ii) Using Gravel mix soil/Quarry muck/GSB
OD287787/2024-2025:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD287633/2024-2025:PVC weep holes- Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cos of materials, conveyance, labour charges etc complete
14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder
OD289305/2024-2025:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer&#39;s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
OD289306/2024-2025:Providing and fixing hand rail of approved size by welding etc. to r railing, G.I. pipes
OD289330/2024-2025:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer
Name board
OD287631/2024-2025:Providing name board of average size 90 cm x 60 cm fixing with 50 mm GI Pipe post including bottom concreting painting lettering etc complete - as detailed below. Earthwork excavation in all class of soil, PCC 1:4:8 10 cm thick, bottom pedestal of size 30x30x45 cm with CC 1:2:4, 50 mm Gl Pipe as main post of average length 145 cm, support strut with 25 mm GI Pipe 2 nos 50 cm, 1 mm thick MS Sheet board of frame with 40x40x6 mm angle iron and 3 mm thick MS Gusset plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
DAISY JOSE (BID ID -2094966)
Bidder Name
DAISY JOSE
JEESMON
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1168245.pdf
boq_comp_chart.xlsx
xlsx
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