Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC N A | 1 | Accepted-AOC Work awarded to lowest quoted contractor | |
| 2 | 2₹4.2 L+₹4,869.21 (1.18%)Rejected-Finance | 2 | Rejected-Finance Rejected since L1 is accepted | |
| 3 | 3₹4.3 L+₹13,390.54 (3.24%)Rejected-Finance | 3 | Rejected-Finance Rejected since L1 is accepted | |
| 4 | 4₹4.4 L+₹22,749.44 (5.50%)Rejected-Finance NIYAS MANZIL THRIPPILAZHIKAM LSGD PERAYAM | THRISSUR | KERALA | 680667 | 4 | Rejected-Finance Rejected since L1 is accepted | |
| 5 | 5₹4.5 L+₹31,907.22 (7.71%)Rejected-Finance OTTAPLAVILA HOUSE PALLIMURI PORUVAZHY AMBALATHUM BHAGOM P O KOLLAM | KOLLAM | KOLLAM | KERALA | 5 | Rejected-Finance Rejected since L1 is accepted |
| Sl No | Description | Qty | Unit | JAIN RAJ B L2 | THOMAS JOHN L1 | Badarudeen M L5 | ARUN GOKUL B L3 | NASARUDDHEEN L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||
| 1.00 | 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. | 282.9 | sqm | 13.77 ₹3,895.53 | 13.61 ₹3,850.27 Lowest | 14.7 ₹4,158.63 | 14.09 ₹3,986.06 | 14 ₹3,960.6 |
| 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 | 21.22 | cum | 2,870.58 ₹60,907.97 | 2,837.2 ₹60,199.71 Lowest | 3,064.17 ₹65,015.56 | 2,936.23 ₹62,300.93 | 2,994 ₹63,526.69 |
| 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) | 42.44 | cum | 8,224.83 ₹3,49,020.66 | 8,129.19 ₹3,44,962.18 Lowest | 8,779.52 ₹3,72,558.93 | 8,415.14 ₹3,57,096.47 | 8,578 ₹3,64,007.43 |
| 1.00 | OD362283/2025-2026:S/F Name board of size 75*60 cm installed in the appropriate place visible to the public made
of brick wall with granite plaque should be inserted and engraving letters etc. complete as per
the direction of depatmantal officers at site | 1 | each | 4,895.33 ₹4,895.33 | 4,838.12 ₹4,838.12 | 4,024.38 ₹4,024.38 | 3,857.36 ₹3,857.36 Lowest | 5,105 ₹5,105 |
Tender Value
₹4.9 L
EMD Value
₹12,172
Closing Date
9 Feb 2026, 6:00 pmClosed
Assistant Engineer
The Assistant Engineer Office of the Assistant Executive Engineer LIDEW Sub DivisionChittumala Block Panchayat
KALEELIL JUNCTION MUTTOM ROAD CONCRETING AT WARD 1 IN MANDROTHURUTH GPChittumala Block Panchayath
2026_LSGD_832596_2
03/AE/LSGD/CTML/2025
Open Tender
Civil Works - Roads
Item Rate
120 days
Chittumala Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,075
Yes
₹12,172
Yes
14 Jun 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
ROAD WORK
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.
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
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)
OD362283/2025-2026:S/F Name board of size 75*60 cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of depatmantal officers at site
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1399579.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 • 0.03 MB
Tendernotice_2.pdf
PDF • 0.02 MB
Tendernotice_3.pdf
PDF • 0.02 MB
AFF.pdf
Tender Documents • 0.11 MB
SBD.pdf
Tender Documents • 1.05 MB
FOT.pdf
Tender Documents • 0.01 MB
PAG.pdf
Tender Documents • 0.12 MB
BOQ_1399579.xls
BOQ • 0.23 MB
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 .