Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC L1 Agreement Executed |
| 2 | L2₹2.8 LRejected-AOC | ₹2.8 L | L2 | Rejected-AOC L2 Hence Rejected |
| Sl No | Description | Qty | Unit | K V Mammu L1 | Maharooph Chira Kuniparambath L2 |
|---|---|---|---|---|---|
| 1.00Road concrete CH 0/333.6 to 0/387.8KM | |||||
| 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. | 162.6 | sqm | 14.94 ₹2,429.24 | 16.43 ₹2,671.52 |
| 1.00 | OD525376/2025-2026:Granular sub-base/base/surface course with scarified materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing scarified 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. | 3.25 | cum | 190.13 ₹618.30 | 209.14 ₹680.12 |
| 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. <br>(ii) Using Gravel mix soil. | 13.01 | cum | 2,319.8 ₹30,175.96 | 2,551.78 ₹33,193.55 |
| 1.00 | 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) | 24.39 | cum | 8,917.26 ₹2.2 L | 9,808.98 ₹2.4 L |
| 1.00 | OD525351/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets
1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS
angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,
fitted 2 Nos. 32
mm GI pipe vertically 90 cm
above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm.
including cost and
coveyance of all materials all labour
charges, fabricating etc complete | 1 | each | 3,353.32 ₹3,353.32 | 3,688.65 ₹3,688.65 |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
16 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section IRITTY MUNICIALITY
Annual Plan-IRITTY MUNCIPALITY PRO NO-388/25-26-KEEZHURKUNNU GANAPATHI KSHETHRAM ROAD MAINTANANCE CH 0/333.6 to 0/387.8KM
2026_LSGD_846267_4
AE/ITY/TEN/8/25-26
Open Tender
Civil Works - Roads
180 days
Iritty Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,352
Yes
26 May 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
16 Mar 2026
11 Mar 2026
Road concrete CH 0/333.6 to 0/387.8KM
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.
OD525376/2025-2026:Granular sub-base/base/surface course with scarified materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing scarified 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.
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. <br>(ii) Using Gravel mix soil.
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)
OD525351/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials all labour charges, fabricating etc complete
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1429670.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 • 0.39 MB
BOQ_1429670.xls
BOQ • 0.30 MB
NIT.pdf
Tender Documents • 0.03 MB
SBD.pdf
Tender Documents • 1.78 MB
Download all tender documents and submit your bid