Name of Work:- LAC - ADS - Project No. LAC - 24323 - Work Proposed by Sri. Aryadan Shoukkath, Honble MLA of Nilambur LAC - Kakkod Thottapoyil Road in Karulayi Grama Panchayath
Sl. No.
Item Description
1
Appendix-A- Road BT work
2
OD310317/2025-2026OD from DAR 2.28.1: Surface dressing of the ground including removing vegetationand inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 mand lift up to 1.5 m.All kinds of soil
3
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
4
4.9Wet Mix Macadam <br> Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam specification including premixing the materialwith water at OMC in mechanical mixer (Pug Mill), carriage of mixed material bytipper to site, laying in uniform layers in sub-base/base course on a well prepared subbase and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc asper Tables 400.11 & 400.12 and Technical Specification Clause 406. <br>By Mechanical Means with 1 km lead
5
5.1.1aPrime Coat :- Low porosity <br> Providing and applying primer coat withbitumen emulsion (SS-1) on prepared surface of granular base including cleaning ofroad surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanicalmeans as per Technical Specification Clause 502
6
5.2.3aTack Coat <br>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 preparedgranular surfaces treated with primer & cleaned with Hydraulic broom as perTechnical Specification Clause 503.
7
5.11.1.A.2aMix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing,laying and rolling of close-graded premix surfacing material of 20 mm thicknesscomposed 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 serveas 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 requiredlevel and grades as per Technical Specification Clause 509 <br> By ManualMeans :- Type A <br> (II) Bitumen (S-65)
8
3.14Construction of Subgrade and Earthen Shoulders<br> Construction of subgradeand earthen shoulders with approved material obtained from borrow pits with all liftsand leads, transporting to site, spreading, grading to required slope and compacted tomeet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification Clause 303.1.
9
OD310704/2025-2026Providing and fixing granite of any colour and shade for name board of required sizelaid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all chargesetc . complete at all levels, including lettering fixing.. Please Enable Macros to View BoQ information
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
