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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.1 L+₹97,616 (7.43%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.2 L+₹1.1 L (8.07%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹14.2 L+₹1.1 L (8.20%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Yousaf Siddiq L1 | RINIL BABU L3 | ARJUN C AJITH L4 | SYDHICK A T L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Work | |||||||
| 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. | 20.79 | cum | 51.82 ₹1,077.34 Lowest | 56.01 ₹1,164.45 | 56.07 ₹1,165.7 | 55.67 ₹1,157.38 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 60.38 | cum | 730.29 ₹44,095.64 Lowest | 789.25 ₹47,655.7 | 790.19 ₹47,712.46 | 784.54 ₹47,371.31 |
| 1.00 | OD175346/2025-2026:Conveyance of excess earth from site | 64.94 | cum | 241.49 ₹15,681.64 Lowest | 260.99 ₹16,947.91 | 261.3 ₹16,968.04 | 259.43 ₹16,846.61 |
| 1.00 | OD175345/2025-2026:OD- Dry Rubble Masonry without concrete levelling course with good quality blasted
rubble including packing to compactness to lines and levels cost and conveyance of all
materials, labour charges etc. complete as per the direction of Departmental officers at
site | 163.25 | cum | 3,225.83 ₹5,26,613.52 Lowest | 3,486.26 ₹5,69,128.46 | 3,490.42 ₹5,69,807.57 | 3,465.46 ₹5,65,732.88 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 16.27 | cum | 8,108.67 ₹1,31,911.84 Lowest | 8,763.3 ₹1,42,561.36 | 8,773.76 ₹1,42,731.53 | 8,711.02 ₹1,41,710.87 |
| 1.01 | 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. | 135 | sqm | 12.41 ₹1,675.35 Lowest | 13.41 ₹1,810.35 | 13.43 ₹1,813.05 | 13.33 ₹1,799.55 |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 22 | cum | 12.46 ₹274.12 Lowest | 13.46 ₹296.12 | 13.48 ₹296.56 | 13.38 ₹294.36 |
| 1.01 | OD176272/2025-2026:Filling with Quarry Muck
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 | 48.6 | cum | 908.29 ₹44,142.89 Lowest | 981.62 ₹47,706.73 | 982.79 ₹47,763.59 | 975.76 ₹47,421.94 |
| 1.01 | 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. | 49.92 | cum | 1,926.14 ₹96,152.91 Lowest | 2,081.65 ₹1,03,915.97 | 2,084.13 ₹1,04,039.77 | 2,069.23 ₹1,03,295.96 |
Tender Value
₹16.9 L
EMD Value
₹42,368
Closing Date
15 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer shoranur municipality LID andEW SECTION shoranur po PIN 679121
Shoranur Municipality Annual plan 2025-26 Kunnathazhath Pariyanthadam Road Rennovation 2nd Phase ward 29 proj no 152
2025_LSGD_790627_1
05/AE/LID and EW/SRR/5th Phase
Open Tender
Civil Works - Roads
Item Rate
365 days
shoranur municipality
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹42,368
Yes
19 Oct 2025
25 Aug 2025
17 Sept 2025
25 Aug 2025
15 Sept 2025
25 Aug 2025
Amount
Road Work
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.
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD175346/2025-2026:Conveyance of excess earth from site
OD175345/2025-2026:OD- Dry Rubble Masonry without concrete levelling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per the direction of Departmental officers at site
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
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.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD176272/2025-2026:Filling with Quarry Muck 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
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)
OD257255/2025-2026:Supplying and providing readymade GI nameboard with all conveyance , labor and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet of size 90x60cm 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
SYDHICK A T (BID ID -2339776)
RINIL BABU (BID ID -2337723)
ARJUN C AJITH (BID ID -2337640)
Bidder Name
Yousaf Siddiq
RINIL BABU
ARJUN C AJITH
SYDHICK A T
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