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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹11.8 L
EMD Value
₹29,486
Closing Date
18 Feb 2026, 5:00 pmClosed
Sreevidya.S, Assistant Engineer
KOZHINJAMPARA GP AE OFFICE
PARUAMMANCHALLA MODAMPADY ROAD MAINTANANCE PHASE-2,ward 10, Kozhinjampara GP-Project no 350/2025-26
2026_LSGD_834701_1
LSGD/CELSGD/TR/4237/2026
Open Tender
Civil Works - Roads
Item Rate
300 days
KOZHINJAMPARA GP
Please refer tender documents
6 documents required · 6 mandatory
₹2,760
Yes
₹29,486
Yes
20 Feb 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
ROAD RETARING AND WIDENING
OD440905/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD447496/2025-2026:Providing and laying 80mmthick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size ,design and shape ,laid in requered colour and pattern over and including 50mm thick crushed stone chips ,filling the joints with fine sand ets all complete as per the direction of engineer incharge
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)
finance_1404104.pdf
boq_comp_chart.xlsx
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viewsbd350.pdf
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