THALOOR ROAD NAVEEKARANAM PRO NO 43 26 27

Palakkad Grama Panchayat Section Office · Pallassana, Kerala · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.5L
EMD: ₹14K
Published: 12 Oct 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 27 Oct 2026 03:56 UTC
Department: Local Self Government Department
Office: Office of the Assistant Engineer, LID&EW Section, Pallassana Grama Panchayat

Description

Road resurfacing and associated civil works 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 and wet mix macadam, bituminous coats and surfacing, concrete work, and a road name board. 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 details and contractor email address, Signed copy of full tender/bid documents, Signed copy of drawings, Affidavit/declaration confirming eligibility information and authenticity of submitted documents

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Commercial terms

Bid type: Percentage
Evaluation: L1
Make in India (MII): No
MSE preference: No

Line items (9)

OD131235/2026-2027: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: 370 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: 39.3 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: 19.65 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: 39.75 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: 450 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: 450 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: 450 sqm
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: 7.65 cum
OD136437/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hallow tube of size 80x40x1.4 mm outer frame,0.6mm thick iron sheet of size 0x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC1:2:4 etc complete — Qty: 1 each

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