PAARAKKALAMNELLIKKAPOTTA ROAD NAVEEKARANAM PRO NO 235 26 27

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

Key facts

Tender value: ₹4.2L
EMD: ₹11K
Published: 12 Oct 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 27 Oct 2026 03:59 UTC
Department: Local Self Government Department
Office: Office of the Assistant Engineer, LID&EW Section, Pallassana Grama Panchayat

Description

Road improvement work under the Annual Plan of Pallassana Grama Panchayat, including scarifying the existing bituminous surface, excavation, granular sub-base, concrete work, pothole filling, tack coat and mix seal surfacing. Estimated value is Rs. 423,512 and completion period is 240 days.

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, Bid security payment details, Details required for e-payment, including bank account and email address, Signed copy of full tender/bid documents, Signed copy of drawings

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (7)

OD200652/2026-2027:16.77. 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). — Qty: 90 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: 22.5 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: 9 cum
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) — Qty: 13.5 cum
OD200707/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface — Qty: 1.98 cum
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. — Qty: 600 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: 600 sqm

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