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Tender ID
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
27 Feb 2026, 10:00 amClosed
Assistant Engineer
Office of Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath- Koottanad, Palakkad
Re tender 5 - Annual Plan 2025-2026 Nagalassery Gramapanchayath, Project No-51, A. K. G Kaniyan Madam Road Ward 10
2026_LSGD_825740_29
06-AE-LIDEW-NGP-2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
18 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
Retarring
OD352844/2025-2026:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact.
75.5.2.2pb: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 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 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 By Manual Means Type A (II) Bitumen (S-65)
OD352855/2025-2026:2.28 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil
OD352847/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(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)
OD352846/2025-2026:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET ANDA SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGESETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS.
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