Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.8 LAccepted-AOC | ₹2.8 L | l1 | Accepted-AOC L1 |
| 2 | l2₹2.9 LRejected-Finance | ₹2.9 L | l2 | Rejected-Finance l2 |
| 3 | l3₹2.9 LRejected-Finance | ₹2.9 L | l3 | Rejected-Finance l3 |
| 4 | l4₹3.0 LRejected-Finance | ₹3.0 L | l4 | Rejected-Finance l4 |
| 5 | l5₹4.2 LRejected-Finance | ₹4.2 L | l5 | Rejected-Finance l5 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L3 | Ashraf ali L2 | ABDUL AZEEZ T V L4 | MUHAMMED RAFEEQ L5 | VIJITH M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 34.5 | cum | 46.45 ₹1,602.53 | 45.45 ₹1,568.03 | 46.65 ₹1,609.43 | 66.7 ₹2,301.15 | 44.85 ₹1,547.33 |
| 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. | 111.65 | sqm | 11.12 ₹1,241.55 | 10.89 ₹1,215.87 | 11.17 ₹1,247.13 | 15.98 ₹1,784.17 | 10.74 ₹1,199.12 |
| 1.00 | OD264278/2025-2026: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 | 24.96 | cum | 1,627.47 ₹40,629.79 | 1,592.34 ₹39,752.77 | 1,634.49 ₹40,805.04 | 2,337 ₹58,343.21 | 1,571.27 ₹39,226.76 |
| 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) | 37.45 | cum | 6,646.81 ₹2.5 L | 6,503.35 ₹2.4 L | 6,675.49 ₹2.5 L | 9,544.62 ₹3.6 L | 6,416.77 ₹2.4 L |
| 1.00 | OD256232/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | 1 | no | 1,948.96 ₹1,948.96 | 1,906.9 ₹1,906.90 | 1,957.37 ₹1,957.37 | 2,798.65 ₹2,798.65 | 1,881.48 ₹1,881.48 |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
6 Oct 2025, 11:00 amClosed
Assistant Engineer
O/o Assistant engineer,Muthuthala GP,LSGD Section
Muthuthala G Pt 2025-26 Kuruppanmaril road rennovation(230/26)
2025_LSGD_801352_3
Muthuthala GP 2025-26-Parali road renovation(57/26)
Open Tender
Civil Works - Roads
180 days
Muthuthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,588
Yes
11 May 2026
25 Sept 2025
7 Oct 2025
25 Sept 2025
6 Oct 2025
25 Sept 2025
Amount
Road Concreting
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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.
OD264278/2025-2026: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)
OD256232/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete
Ashraf ali (BID ID -2373759)
NOUSHAD POOVATHINGAL (BID ID -2369146)
ABDUL AZEEZ T V (BID ID -2374049)
MUHAMMED RAFEEQ (BID ID -2374551)
Bidder Name
MUHAMMED RAFEEQ
Ashraf ali
NOUSHAD POOVATHINGAL
ABDUL AZEEZ T V
VIJITH M
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1330756.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 • 3.60 MB
sbdnit.pdf
Tender Documents • 2.14 MB
BOQ_1330756.xls
BOQ • 0.23 MB
Download all tender documents and submit your bid