Kakkattukunnu road naveekaranam Pro No 40 26 27 Iin Pallassana Gp

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

Key facts

Tender value: ₹6.5L
EMD: ₹16K
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 for Kakkattukunnu road under Pallassana Grama Panchayat, including scarifying the existing bituminous surface, granular sub-base, wet mix macadam, prime and tack coats, mix seal surfacing, subgrade and earthen shoulders, and a GI name board.

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, Signed copy of full tender/bid documents, Signed copy of drawings, Affidavit

New to these terms? Read how tender eligibility criteria work.

Commercial terms

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

Line items (8)

OD200813/2026-2027:16.77. 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: 450 sqm
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material — Qty: 45 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: 67.5 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
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. — Qty: 15 cum
OD202606/2026-2027: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

5 tender document(s) available — sign up to download.

Related tenders

UNDER FRAME (LS & LWS PP) — Civil Works & Infrastructure · Tamil Nadu
Operation of supply valves for the distribution pipe line for piped scheme Babaichya and Narwar with associated works, under jurisdiction of sub division rural, District Rural Division Ajmer (Excluding GST) — Civil Works & Infrastructure · Rajasthan · ₹3.3L
Construction of Mali Hut at Bimalnag Nursery under CAMPA CAT RATTLE for the year 2026 27 — Civil Works & Infrastructure · Jammu and Kashmir · ₹16.7L
CONSTRUCTION OF TOILET BLOCK IN SANOUR CITY — Civil Works & Infrastructure · Punjab · ₹9.1L
Construction of Segregation Shed and Community Compost Pit at K.N.Savulur H/O K.Naduhalli — Civil Works & Infrastructure · Tamil Nadu · ₹4.0L
Repair of street and drainage in w.no.2 — Civil Works & Infrastructure · Punjab · ₹25.0L
Repair and renovation of University Library Building at GADVASU, Ludhiana. — Civil Works & Infrastructure · Punjab · ₹9.5L
P/F Interlocking Tiles St. Baba Jora EO Gurudwara Street Ward No.07 — Civil Works & Infrastructure · Punjab · ₹3.4L