Madathilkkalam Pullanikkode Road Naveekaranam Pro No 52 26 27

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

Key facts

Tender value: ₹6.7L
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 retarring and related civil works for the Madathilkkalam Pullanikkode Road under the 2026-27 annual plan of Pallassana Grama Panchayat. The work includes excavation, scarifying the existing bituminous surface, granular sub-base, wet mix macadam, pothole filling and prime coat. Completion period is 300 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Valid contractor registration certificate, GST registration, Signed preliminary agreement, Priced Bill of Quantities, Bid security payment details, Details required for e-payment, Signed copy of tender/bid documents, Affidavit

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Commercial terms

Bid type: Percentage
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: 45 cum
OD130124/2026-2027:16.77. 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: 75 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: 22.5 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: 28.125 cum
OD124211/2026-2027:Filling up pot holes ( cut and formed to regular shapes and all loose and defective materials removed ) after supplying a priming coat of hot bitumen using 36 mm broken stone and compacting with power roller to get compact surface. — Qty: 9 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: 225 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: 225 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: 675 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: 900 sqm
OD188652/2026-2027: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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