Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | ₹2.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.7 LRejected-AOC | ₹2.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹2.8 LRejected-Finance | ₹2.8 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Muhammed Raneesh L2 | Girish L1 | MUSTHAFA K L3 |
|---|---|---|---|---|---|---|
| 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. | 12.46 | cum | 54.22 ₹675.36 | 52 ₹647.71 | 55 ₹685.08 |
| 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. | 21 | sqm | 12.98 ₹272.58 | 12.45 ₹261.45 | 13.17 ₹276.57 |
| 1.00 | OD254676/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.5 | cum | 768.63 ₹8,070.62 | 737.18 ₹7,740.39 | 779.82 ₹8,188.11 |
| 1.00 | OD284119/2025-2026: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. (i) Using naturally occurring gravel. | 12.46 | cum | 1,899.57 ₹23,661.04 | 1,821.82 ₹22,692.59 | 1,927.2 ₹24,005.20 |
| 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. | 10.5 | cum | 2,015.07 ₹21,158.24 | 1,932.6 ₹20,292.30 | 2,044.38 ₹21,465.99 |
| 1.01 | 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) | 28.21 | cum | 7,758.11 ₹2.2 L | 7,440.59 ₹2.1 L | 7,870.96 ₹2.2 L |
| 1.01 | OD254677/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete | 1 | each | 2,274.81 ₹2,274.81 | 2,181.71 ₹2,181.71 | 2,307.9 ₹2,307.90 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
16 Oct 2025, 10:00 amClosed
Assistant Engineer
LID EW Section, Pattambi Municipality
PATTAMBI MUNICIPALITY 2025 26 PR NO 196/26 THOOPPIL COLONY ROAD IRISH CONCRETE IN DIVISION 17
2025_LSGD_807463_30
02/AE/LSGD/PTB/MPTY/2025-26
Open Tender
Civil Works - Roads
120 days
Pattambi Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
18 Dec 2025
10 Oct 2025
17 Oct 2025
10 Oct 2025
16 Oct 2025
10 Oct 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.
OD254676/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD284119/2025-2026: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. (i) Using naturally occurring gravel.
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: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)
OD254677/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete
Muhammed Raneesh (BID ID -2390080)
MUSTHAFA K (BID ID -2389703)
Bidder Name
Girish
Muhammed Raneesh
MUSTHAFA K
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
Download all tender documents and submit your bid