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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₹25.1 LAccepted-AOC KUTTIYIL MANGAMKUZHY | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC lowest | |
| 2 | L2₹25.4 L+₹30,492.14 (1.21%)Rejected-AOC KERALA KL | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC second lowest |
| Sl No | Description | Qty | Unit | S.Ramesh L2 | SIBI FRANCIS L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD219003/2025-2026:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting aggregate obtained from scarifying with power roller | 2,325.1 | sqm | 8 ₹18,600.8 | 7.8 ₹18,135.78 Lowest |
| 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. | 16.64 | cum | 2,500 ₹41,600 | 2,484.07 ₹41,334.92 Lowest |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 348.76 | cum | 3,800 ₹13,25,307 | 3,750.64 ₹13,08,091.96 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 2,325.1 | sqm | 82 ₹1,90,658.2 | 80.37 ₹1,86,868.29 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,325.1 | sqm | 20 ₹46,502 | 18.9 ₹43,944.39 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 2,325.1 | sqm | 305 ₹7,09,155.5 | 302.65 ₹7,03,691.52 Lowest |
| 1.01 | OD171119/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained
from borrow pits with a lift upto 1.5 m, transporting to site, preading, grading to required slope
and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 (WITHOUT POWER ROLLER) | 141.38 | cum | 1,395 ₹1,97,218.13 | 1,391 ₹1,96,652.63 Lowest |
| 1.01 | OD162046/2025-2026:Providingandfixingofdirectionandplaceidentificationretro-refleciorised signwiih7years warraniymanuÎacturedasperIRC :67madeofTypeIVmicroprismaiicgradesheetingfixed overaluminiumsheeting,2mmihicYaluminiumcompositematerialsheeting4mmthickwith areanotexceeding0.9sqm,withsuitableback supporringframe ofMSangle40x4()x6and supponedonGIpipepole50mmNB-2nosconfiimingtoIS1239firmlyÎixedtotheground by meansofproperlydesignedFoundationwithM15gradecementconcrèteminsize40cmx40 cmx60cm,60cmbelowgroundlevelincludingpaintingallexposed surfacewith2coatsof epoxypaintingoverepoxyprimerand asperapprovedOawingandclause801including letterin smbols eic. Deried from MoRD sec 10.3.A.2 | 0.9 | sqm | 13,800 ₹12,420 | 13,611.11 ₹12,250 Lowest |
Tender Value
₹25.1 L
EMD Value
₹50,000
Closing Date
30 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
BINDU.T.M
AE
LRRP-LRRP/2024-25 /ALAPPUZHA LAC /SL.NO. 1622 /BLOCK JN TO PREETHIKULANGARA ROAD IN WARD 4
2025_LSGD_790190_1
T2/AE/25-26
Open Tender
Civil Works - Roads
Item Rate
300 days
MSGP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
22 Oct 2025
23 Aug 2025
1 Sept 2025
23 Aug 2025
30 Aug 2025
23 Aug 2025
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finance_1302087.pdf
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