Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC | ₹11.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.2 L+₹48,783.78 (4.15%)Rejected-AOC | ₹12.2 L+₹48,783.78 (4.15%) | L2 | Rejected-AOC L2 |
| 3 | L3₹12.3 L+₹54,502.39 (4.64%)Rejected-AOC | ₹12.3 L+₹54,502.39 (4.64%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | AHAMMED L2 | majeed bendichal L1 | SAYID ABDUL RAHIMAN L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 84.3 | cum | 49.54 ₹4,176.22 | 47.56 ₹4,009.31 Lowest | 49.76 ₹4,194.77 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 63.23 | sqm | 14.49 ₹916.13 | 13.93 ₹880.72 Lowest | 14.52 ₹918.03 |
| 1.00 | OD309646/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of
existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2) | 37.94 | cum | 195.57 ₹7,418.95 | 177.12 ₹6,719.05 Lowest | 184.91 ₹7,014.56 |
| 1.00 | 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. | 46.37 | cum | 2,252.48 ₹1,04,436.24 | 2,162.65 ₹1,00,271.27 Lowest | 2,263.42 ₹1,04,943.47 |
| 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) | 126.45 | cum | 8,667.71 ₹10,96,031.93 | 8,322.23 ₹10,52,345.98 Lowest | 8,710 ₹11,01,379.5 |
| 1.01 | OD309158/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 12,116.4 ₹10,904.76 | 12,082.35 ₹10,874.12 Lowest | 12,391.68 ₹11,152.51 |
Tender Value
₹12.7 L
EMD Value
₹31,760
Closing Date
4 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Asst. Engineer LID EW Section CHEMNAD G.P
CMLRRP 2.0 2024-25,UDUMA LAC,SL NO 4054, KALANAD AYYANKOL ROAD-CHEMNAD GP KASARAGOD DISTRICT
2025_LSGD_824553_72
08/2025-26/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
Item Rate
180 days
CHEMNAD GRAMA PANCHAYAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,760
Yes
2 Jul 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
ROAD CONCRETE
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD309646/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)
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)
OD309158/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1396745.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 • 0.36 MB
Tendernotice_2.pdf
PDF • 0.26 MB
Tendernotice_3.pdf
PDF • 0.18 MB
Tendernotice_4.pdf
PDF • 0.26 MB
Tendernotice_5.pdf
PDF • 0.25 MB
Tendernotice_6.pdf
PDF • 0.24 MB
BOQ_1396745.xls
BOQ • 0.30 MB
123.pdf
Tender Documents • 1.91 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 .