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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₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹4,231.60 (1.25%)Rejected-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.4 L+₹4,609.87 (1.37%)Rejected-AOC ELAVANCHERRY GP PALAKKAD | PALAKKAD | KERALA | 672122 | L3 | Rejected-AOC L3 | |
| 4 | L4₹3.7 L+₹32,532.65 (9.65%)Rejected-AOC P O NEMMARA PALAKKAD DIST PIN 678 508 | PALAKKAD | KERALA | 678508 | L4 | Rejected-AOC L4 |
Tender Value
₹5 L
EMD Value
₹12,500
Closing Date
2 Dec 2024, 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
Office of Assistant Executive Engineer, LIDEW Subdivision, Nenmara BP, 678508
Nenmara Block Panchayat 2024-2025-Modakode Nagar Samagravikasanam
2024_LSGD_706295_1
ET-003/AEE/NMABP/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Nenmara BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Yes
₹12,500
Yes
15 Apr 2025
21 Nov 2024
5 Dec 2024
21 Nov 2024
2 Dec 2024
21 Nov 2024
Amount
Side Protection
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD50720/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete
OD50721/2024-2025:Supplying and providing readymade GI name board with all conveyance,labour and hire charges etc..complete using GI hollow tube of size 80x40x1.4mm post 40x20x1.4mm outer frame.0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc..complete.
Road concrete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD208647/2024-2025: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 manually mixing by mix in place method and compacting with rammers 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)
NIKHIL. C .K (BID ID -1991261)
SURESH K (BID ID -1995025)
SIVADASAN P (BID ID -1995102)
Bidder Name
NIKHIL. C .K
VINOJ PAUL
SURESH K
SIVADASAN P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1105697.pdf
boq_comp_chart.xlsx
xlsx
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