Puthukulam Thallumannam Road Naveekaranam ProNo 58 2026 27

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

Key facts

Tender value: ₹6.8L
EMD: ₹17K
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

Road renovation work under the 2026-27 annual plan of Pallassana Grama Panchayat, including excavation, road surface scarification, pothole filling, granular sub-base, wet mix macadam, bituminous coats and surfacing, and plain cement concrete road work. Completion period is 270 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Valid GST Registration
Documents required: Valid contractor registration certificate, Preliminary agreement duly signed, Priced Bill of Quantities, Bid security payment details, Details required for e-payment, including bank account with core banking facility and contractor email address, Signed copy of full tender/bid documents, Signed copy of drawings, Affidavit declaring eligibility and qualification information to be complete, correct and true

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Commercial terms

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

Line items (10)

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: 35.1 cum
OD131865/2026-2027: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: 87.5 sqm
OD131864/2026-2027: Filling up pot holes(cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of bitumen using 36mm departmental broken stone and compacting with a power roller to get a compacted surface. — Qty: 6.506 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: 17.55 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: 30.675 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: 286 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: 286 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: 561 sqm
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: 380 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: 17.625 cum

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