Kinattingal Madampara road Naveekaranam ProNO 68 26 27

Pallassana Grama Panchayat · Pallassana, Kerala · Civil Works & Infrastructure · open

Key facts

Tender value: ₹10.2L
EMD: ₹25K
Published: 03 Nov 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 27 Oct 2026 03:57 UTC
Department: Local Self Government Department
Office: Office of the Assistant Engineer, LID&EW Section, Pallassana Grama Panchayat

Description

Road renovation work under the 2026-27 annual plan of LID&EW Section, Pallassana Grama Panchayat. The work includes scarifying the existing bituminous surface, excavation, granular sub-base, wet mix macadam, prime coat, tack coat and mix seal surfacing. Completion period is 180 days from the order to start work.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Valid GST Registration
Documents required: Valid contractor registration certificate, Duly signed preliminary agreement, Priced Bill of Quantities, Details required for e-payment, including bank account and email address, Bid security payment details, Signed copy of full tender/bid documents, Signed copy of drawings, Affidavit declaring eligibility and authenticity of submitted information and documents

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Commercial terms

Bid type: Percentage
Evaluation: Lowest evaluated bid for the whole work
Make in India (MII): No
MSE preference: No

Line items (7)

OD121214/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km ( by mechanical means). Details of cost for 100 sqm — Qty: 880 sqm
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 — Qty: 52.8 cum
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix 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 place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material — Qty: 26.4 cum
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 — Qty: 92.4 cum
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 — Qty: 1056 sqm
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. — Qty: 1056 sqm
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) — Qty: 1056 sqm

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