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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46,247.95Accepted-Finance NALLATT KOTTAKKAL | ₹46,247.95 | L1 | Accepted-Finance L1 accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical L1 ACCEPTED |
Tender Value
₹42,044
EMD Value
₹1,051
Closing Date
21 Jan 2026, 3:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW LSGD, Tirur Municipality
Retender- GENERAL-Petty work-TE Hassan Haji Road Last reach tarring ward 2 of Tirur Municipality
2025_LSGD_810503_13
08/Etender/2025-26/Percentage
Open Tender
Civil Works - Roads
180 days
Tirur municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹335
Yes
₹1,051
Yes
29 May 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
Road Tarring
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
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
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