Thottinkulambu road Naveekaranam in Pallassana GP ProNo 62 26 27
Pallassana Grama Panchayat · Pallassana, Kerala · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹10.2L
- EMD: ₹25K
- 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, Pallassena Grama Panchayat
Description
Road renovation work in Pallassana Grama Panchayat, Palakkad, including scarifying the existing bituminous surface, excavation, granular sub-base, wet mix macadam, prime and tack coats, mix seal surfacing, and installation of a GI name board.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Valid GST Registration, Valid and active contractor registration with Kerala PWD, Central PWD, another Central or State Government Department, or a State or Central Public Sector Undertaking
- Documents required: Copy of contractor registration certificate, Duly signed preliminary agreement, Priced Bill of Quantities, Details required for e-payment, including bank account and email address, Bid security payment details, Signed copy of full tender/bid documents, Signed copy of drawings
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Commercial terms
- Bid type: Percentage
- Evaluation: Not stated
- Make in India (MII): No
- MSE preference: No
Line items (8)
- OD183545/2026-2027: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: 812.5 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: 48.75 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: 24.375 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: 105.625 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: 975 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: 975 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: 975 sqm
- OD184561/2026-2027: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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