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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₹3.8 LAccepted-AOC P O NEMMARA PALAKKAD DIST PIN 678 508 | PALAKKAD | KERALA | 678508 | l1 | Accepted-AOC l1 | |
| 2 | l2₹3.9 L+₹8,993.02 (2.38%)Rejected-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | l2 | Rejected-AOC l2 | |
| 3 | l3₹4.4 L+₹65,491.82 (17.3%)Rejected-AOC ELAVANCHERRY GP PALAKKAD | PALAKKAD | KERALA | 672122 | l3 | Rejected-AOC l3 | |
| 4 | Rejected-Technical KERALA | - | Rejected-Technical l4 |
| Sl No | Description | Qty | Unit | VIJAYARAGHAVAN C L4 | SIVADASAN P L1 | SURESH K L3 | NIKHIL. C .K L2 |
|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 1.4 | cum | 831.73 ₹1,164.42 | 700.06 ₹980.08 Lowest | 821.46 ₹1,150.04 | 716.73 ₹1,003.42 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.35 | cum | 7,949.19 ₹2,782.22 | 6,690.79 ₹2,341.78 Lowest | 7,851.07 ₹2,747.87 | 6,850.11 ₹2,397.54 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.84 | cum | 7,768.51 ₹6,525.55 | 6,538.71 ₹5,492.52 Lowest | 7,672.62 ₹6,445 | 6,694.41 ₹5,623.3 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.68 | cum | 8,402.25 ₹14,115.78 | 7,072.12 ₹11,881.16 Lowest | 8,298.54 ₹13,941.55 | 7,240.53 ₹12,164.09 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 88,696.19 ₹5,233.08 | 74,655.05 ₹4,404.65 Lowest | 87,601.42 ₹5,168.48 | 76,432.79 ₹4,509.53 |
| 1.01 | OD159456/2025-2026:Supplying and providing 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.0.6mm
thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of
primer,lettering with sutable
colour and size,fixing the post in ground with cc 1:2:4 etc..complete | 1 | no | 2,277.59 ₹2,277.59 | 1,917.04 ₹1,917.04 Lowest | 2,249.48 ₹2,249.48 | 1,962.69 ₹1,962.69 |
| 2.00Restoration & Road concrete | |||||||
| 2.00 | 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. | 15.6 | cum | 59.03 ₹920.87 | 49.68 ₹775.01 Lowest | 58.3 ₹909.48 | 50.87 ₹793.57 |
| 2.00 | OD163156/2025-2026:Granular sub-base/base/surface course with local materials (Table400.13) 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 | 7.8 | cum | 2,067.94 ₹16,129.93 | 1,740.57 ₹13,576.45 Lowest | 2,042.41 ₹15,930.8 | 1,782.02 ₹13,899.76 |
Tender Value
₹5.1 L
EMD Value
₹12,702
Closing Date
16 Aug 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assi Engineer LID Ew section Elavanchery
Elavanchery GPProject No218-2025-26-Meempidi Comprehensive Development in Ward No9
2024_LSGD_721027_93
ET 1 /AE/LSGD/ELY/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Elevanchery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,702
Yes
15 Oct 2025
8 Aug 2025
20 Aug 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
Amount
SIDE PROTECTION
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (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
OD159456/2025-2026:Supplying and providing 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.0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer,lettering with sutable colour and size,fixing the post in ground with cc 1:2:4 etc..complete
Restoration & Road concrete
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.
OD163156/2025-2026:Granular sub-base/base/surface course with local materials (Table400.13) 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
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
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)
Road concreting
OD163169/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil
OD163167/2025-2026:Granular sub-base/base/surface course with local materials (Table400.13) 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
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)
NIKHIL. C .K (BID ID -2281673)
SURESH K (BID ID -2289909)
VIJAYARAGHAVAN C (BID ID -2289211)
Bidder Name
NIKHIL. C .K
VIJAYARAGHAVAN C
SURESH K
SIVADASAN P
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