Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC PARAMBIL HOUSE KONDURKKAR PO AE | KOTTAYAM | KERALA | 686102 | ₹4.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.6 LRejected-AOC MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | ₹5.6 L | L2 | Rejected-AOC L2 |
| 3 | L2₹5.9 LRejected-AOC | ₹5.9 L | L2 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | MANSOOR P M L1 | RAMESH KUMAR L2 | T P KUNJUMOHAMMED L3 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 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. | 256.2 | sqm | 13.06 ₹3,345.97 | 15.22 ₹3,899.36 | 16.01 ₹4,101.76 |
| 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. | 14.64 | cum | 54.52 ₹798.17 | 63.56 ₹930.52 | 66.84 ₹978.54 |
| 1.00 | OD382810/2025-2026: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 manually mixing by mix in place method and compacting with rammers to
achieve the desired density complete as per Clause 401.4 as per Technical
Specification Clause 408. | 47.58 | cum | 1,910.34 ₹90,893.98 | 2,226.93 ₹1.1 L | 2,341.68 ₹1.1 L |
| 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) | 49.41 | cum | 7,802.1 ₹3.9 L | 9,086.05 ₹4.5 L | 9,563.75 ₹4.7 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.4 | cum | 530.54 ₹2,864.92 | 701.45 ₹3,787.83 | 650.37 ₹3,512 |
Tender Value
₹5.9 L
EMD Value
₹14,814
Closing Date
17 Feb 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer
Thirumittacodu Grama Panjayath 2025-26 Pro No 346/26 2025-26 Cheruvallikkunnu Road rennovation in ward 5
2026_LSGD_834715_1
ET10/ 05/AE/LSGD/2025-26
Open Tender
Civil Works - Roads
180 days
Thirumittacode
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,814
Yes
5 Jun 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
Road concrete
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.
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.
OD382810/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1404160.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 • 0.28 MB
affi.pdf
Tender Documents • 0.24 MB
inpact.pdf
Tender Documents • 0.23 MB
nitsbd.pdf
Tender Documents • 1.31 MB
pa.pdf
Tender Documents • 0.26 MB
fot.pdf
Tender Documents • 0.25 MB
epayment.pdf
Tender Documents • 0.23 MB
BOQ_1404160.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
