Chalakkal karikkamooli road Renovation Pallassana GP Prono57 26 27
Pallassana Grama Panchayat · Pallassana, Kerala · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹5.4L
- EMD: ₹14K
- Published: 12 Oct 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
Renovation of Chalakkal–Karikkamooli road in Pallassana Grama Panchayat, including excavation, road surface scarifying, granular sub-base, wet mix macadam, bituminous coats and surfacing, and plain cement concrete road work.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Valid GST Registration
- Documents required: Copy of contractor registration certificate, Duly signed preliminary agreement, Priced Bill of Quantities, Bid security payment details, Details required for e-payment, Signed copy of full tender/bid documents, Signed copy of drawings, Affidavit
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Commercial terms
- Bid type: Percentage
- Evaluation: L1
- Make in India (MII): No
- MSE preference: No
Line items (8)
- 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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: 60.55 cum
- OD223234/2026-2027: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: 280 sqm
- 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: 25.9 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: 16.275 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: 126 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: 126 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: 126 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: 31.5 cum
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