Indian Tenders

Tender Notice
TDR 55584208
Tendering Authority Local Self Government Department
Tender No 103/AE/LSGD//EDR/ETN/06/25-26
Tender ID 2026_LSGD_847770_2
Tender Brief Tender For Annual Plan-Edayur Grama Panchayath 2025-26 Pro.No.391/26-Renovation Of Madrassa Road Ward -9 -General Civil Work
City Malappuram
State Kerala
Document Fees INR 560 /-
EMD INR 6353.0 /-
Tender Value INR 2.54 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Annual Plan-Edayur Grama Panchayath 2025-26 Pro.No.391/26-Renovation Of Madrassa Road Ward -9 -General Civil Work

Key Dates
Publish Date 19-05-2026
Last Date of Bid Submission 26-05-2026
Tender Opening Date 27-05-2026

Contact Information
Company Name Local Self Government Department
Contact Person SAMITHA . V
Address Office of the Assistant Engineer, LID-EW Section, Edayur Grama Panchayat

BOQ Items
Name of Work:- Annual Plan-EDAYUR GRAMA PANCHAYATH 2025-26 PRO.NO.391/26-RENOVATION OF MADRASSA ROAD WARD -9 -General Civil Work
Sl. No. Item Description
1ROAD renovation
2OD512438/2025-2026:( OD from DAR 2.28.1 ) 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.All kinds of soil
3OD512436/2025-2026:( OD FROM MORD 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)
43.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
54.9: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
65.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.
75.1.1a:Prime Coat :- Low porosity <br> 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
85.2.3a: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.
95.2.1a:Tack Coat<br> 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.
105.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
11OD512435/2025-2026:OD Providing and fixing Granite of any colour and shade for Name Board of required size laid over base of cement mortar 1:4 ( 1 cement :4 coarse sand ) including all charges etc. complete at all levels , including lettering & amp; fixing Please Enable Macros to View BoQ information

Other Detail
Information Source https://etenders.kerala.gov.in
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