Indian Tenders

Tender Notice
TDR 55647383
Tendering Authority Local Self Government Department
Tender No 01/AE/LIDEW/VGP/26-27
Tender ID 2026_LSGD_852498_3
Tender Brief Tender For Annual Plan-Vengara Gp Pro.No 71/27.-Chinakkal Pakkadappara Road Renovation Ward 13-General Civil Work
City Malappuram
State Kerala
Document Fees INR 31476 /-
EMD INR 2760.0 /-
Tender Value INR 12.28 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Annual Plan-Vengara Gp Pro.No 71/27.-Chinakkal Pakkadappara Road Renovation Ward 13-General Civil Work

Key Dates
Publish Date 23-05-2026
Last Date of Bid Submission 02-06-2026
Tender Opening Date 03-06-2026

Contact Information
Company Name Local Self Government Department
Contact Person VIDHYA PV
Address LIDEW LSGD Section Vengara Grama Panchayath Malappuram dist 676304

BOQ Items
Name of Work:- Annual Plan-Vengara GP Pro.No 71/27.-Chinakkal Pakkadappara Road Renovation Ward 13-General Civil Work
Sl. No. Item Description
1Road retarring
23.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
32.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
45.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)
55.1.1a:Prime Coat :- Low porosity 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
65.2.3a:Tack Coat <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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
85.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
9OD4516/2026-2027:Surface dressing of the ground including removing vegitation and In-equalities not exeeding 15 cm. deep and disposel of rubbish , lead up to 1.50 m all kinds of soil
10OD9338/2026-2027:[OD From Mord 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A) ByMix in Place Method Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with plate vibrator to achieve the desireddensity, complete as per Technical Specification Clause 401. (i) For Grading I Material
11OD4517/2026-2027: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) Please Enable Macros to View BoQ information

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