Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.4 L+₹67,407.15 (7.75%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹9.8 L+₹1.1 L (12.4%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹9.8 L+₹1.1 L (12.6%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | RAJAN. S L4 | ABDULSATHAR C P L2 | Shahaz Yasar Jinose L1 | P P MANOJ L3 |
|---|---|---|---|---|---|---|---|
| 1.00concrete | |||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 13.95 | cum | 428.24 ₹5,973.95 | 409.86 ₹5,717.55 | 200 ₹2,790 Lowest | 448.42 ₹6,255.46 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 145.9 | cum | 62.67 ₹9,143.43 | 60.3 ₹8,797.65 | 40 ₹5,835.92 Lowest | 65.97 ₹9,624.89 |
| 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. | 54.04 | cum | 2,215.41 ₹1,19,718.54 | 2,120.3 ₹1,14,578.89 | 1,800 ₹97,270.2 Lowest | 2,319.8 ₹1,25,359.67 |
| 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) | 81.06 | cum | 8,524.16 ₹6,90,959.89 | 8,158.5 ₹6,61,319.85 | 8,000 ₹6,48,472 Lowest | 8,337 ₹6,75,788.88 |
| 1.00 | OD261703/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour chrges etc.complete as per direction of Departmental officers at site | 28.2 | cum | 3,708.14 ₹1,04,569.55 | 3,548.94 ₹1,00,080.11 | 3,000 ₹84,600 Lowest | 3,882.87 ₹1,09,496.93 |
| 1.01 | 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) | 3.63 | cum | 8,515.98 ₹30,878.94 | 8,150.38 ₹29,553.28 | 8,000 ₹29,008 Lowest | 8,917.26 ₹32,333.98 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.2 | tonne | 89,523.12 ₹17,904.62 | 85,679.72 ₹17,135.94 | 9,000 ₹1,800 Lowest | 93,741.49 ₹18,748.3 |
Tender Value
₹10.3 L
EMD Value
₹25,634
Closing Date
23 Feb 2026, 6:00 pmClosed
PRIYA R NAIR
LID EW SECTION CHIRAKKAL GP
CHIRAKKAL GP PR NO- 97/2025-26-CONCRETE WORK FOR PUZHATHI AMBALAM JAWAHAR BALABHAVAN ROAD RETENDER
2026_LSGD_835247_13
AE/LIDEW/CKL/06/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
CHIRAKKAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,634
Yes
23 May 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
concrete
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD261703/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour chrges etc.complete as per direction of Departmental officers at site
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1406104.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
BOQ_1406104.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 1.73 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 .