Loading…
Loading…
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 | 1₹13.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹14.2 L+₹27,659.46 (1.98%)Rejected-AOC KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | 2 | Rejected-AOC L2 | |
| 3 | 3₹14.4 L+₹46,810.95 (3.36%)Rejected-Finance | 3 | Rejected-Finance L3 |
Tender Value
₹14.4 L
EMD Value
₹36,009
Closing Date
25 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
LID and EW Division Kottayam
LAC-ADS-Ettumanoor Constituency-Sri.VN VASAVAN,MLA-2024-25- 21818 -Aymanam GP, Ward-3-,Thoombunkal P H C Thattoorkandom road raising with earth and Concreting -General Civil Work
2025_LSGD_777193_3
6/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
Item Rate
300 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹36,009
Yes
8 Oct 2025
17 Jul 2025
26 Jul 2025
17 Jul 2025
25 Jul 2025
17 Jul 2025
Amount
Road raising and concrete
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
3.4:Construction of Embankment with Material Obtained from Borrow Pits 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
4.11.2: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. (ii) Using Gravel mix soil.
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)
3.5.1: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
OD301339/2024-2025:DRY RUBBLE MASONRY IN FOUNDATION AND SUPERSTRUCTURE WITHOUT CONCRETE LEVELLING COURSE MASONRY WITH GOOD QUALITY BLASTED RUBBLE INCLUDING PACKING TO COMPACTNESS TO LINE AND LEVELS INCLUDING COST AND CONVEYANCE ETC COMPLETE (2018 DSR MODIFIED ITEM NO 60.7.1)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD301342/2024-2025:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge (modified item No.50.2.25.1) 50.2.25.1
OD317080/2024-2025:Providing and fixing name board in granite/marble slab including engraving letters,labour charges etc.complete
NIDHIN MATHEW (BID ID -2256394)
Midhun Mathew (BID ID -2262065)
Bidder Name
S Unnikrishnan
NIDHIN MATHEW
Midhun Mathew
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1271432.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .