Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 LRejected-Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹2.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RITHU M.V L2 | ASWIN A L1 |
|---|---|---|---|---|---|
| 1.00concrete road | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 11.21 | cum | 12.78 ₹143.20 | 11.7 ₹131.10 |
| 1.00 | 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 | 7.47 | cum | 2,654.53 ₹19,829.34 | 2,430.86 ₹18,158.52 |
| 1.00 | 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) | 15.59 | cum | 7,578.37 ₹1.2 L | 6,939.74 ₹1.1 L |
| 1.00 | 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 | 6.62 | cum | 349.39 ₹2,311.21 | 320.36 ₹2,119.18 |
| 1.00 | OD312652/2025-2026:0.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble | 16.54 | cum | 3,296.38 ₹54,515.53 | 3,018.78 ₹49,924.58 |
| 1.01 | OD334828/2025-2026: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 | 39.69 | cum | 601.3 ₹23,865.60 | 551.36 ₹21,883.48 |
Tender Value
₹2.5 L
EMD Value
₹6,343
Closing Date
30 Oct 2025, 6:55 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER lid and ew kakkodi gp
Annual Plan-57/25-26-CONSTRUCTION OF KARIYADATH THAZHAM MAROLIKUNN ROAD WARD 18
2025_LSGD_813668_18
93/LSGD/AE/2025-26
Open Tender
Civil Works - Roads
KAKKODI
Please refer Tender documents.
13 documents required · 13 mandatory
₹560
Yes
₹6,343
Yes
14 May 2026
23 Oct 2025
1 Nov 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1361144.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.29 MB
FORMOFTENDER.pdf
Tender Documents • 0.25 MB
SBDKARIYADATH.pdf
Tender Documents • 1.80 MB
PRELIMINARYA.pdf
Tender Documents • 0.26 MB
BOQ_1361144.xls
BOQ • 0.30 MB
AFFIDABIT.pdf
Additional Documents • 0.24 MB
NITKARIYADA.pdf
Other Document • 0.03 MB
EPAY.pdf
Other Document • 0.23 MB
FOIP.pdf
Other Document • 0.23 MB
Download all tender documents and submit your bid