Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 LAccepted-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹2.0 L | 1 | Accepted-AOC Accepted Vide Resolution No.1(1) date.12/03/2026 of Mogralputhur GP |
| 2 | 2₹2.0 LRejected-AOC | ₹2.0 L | 2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | 3₹2.0 LRejected-Finance | ₹2.0 L | 3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | BM ABDHULLA L1 | ISMAIL A K L2 | ABDUL RAHIMAN MASHOOD B I L3 |
|---|---|---|---|---|---|---|
| 1.00Road improvement | ||||||
| 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 | 14.7 | cum | 43.06 ₹632.98 | 43.4 ₹637.98 | 44.46 ₹653.56 |
| 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. | 14.7 | cum | 1,958.08 ₹28,783.78 | 1,973.31 ₹29,007.66 | 2,021.71 ₹29,719.14 |
| 1.00 | OD476858/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse aggregate 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.( Based on data 16.68 of DAR Spec. ) | 147 | sqm | 1,033.89 ₹1.5 L | 1,042.34 ₹1.5 L | 1,067.39 ₹1.6 L |
| 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) | 2.16 | cum | 7,527.48 ₹16,289.47 | 7,593.48 ₹16,432.29 | 7,779.71 ₹16,835.29 |
Tender Value
₹2.4 L
EMD Value
₹5,901
Closing Date
11 Mar 2026, 11:00 amClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Mogralputhur Grama Panchayath
Valiyavalapp road Interlock of Mogralputhur GP in ward no.14-MPGP 431/25-26
2026_LSGD_842187_13
07/2025-26/AE/LID EW/MP/07 PHASE
Open Tender
Civil Works - Roads
120 days
Mogralputhur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,901
Yes
29 May 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
Road improvement
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
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.
OD476858/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse aggregate 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.( Based on data 16.68 of DAR Spec. )
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)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1423444.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 • 0.06 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
viewsbdvaliya.pdf
Tender Documents • 1.82 MB
BOQ_1423444.xls
BOQ • 0.30 MB
viewnitvaliya.pdf
Additional Documents • 0.03 MB
Download all tender documents and submit your bid