Tender For Mrl-20 - Edaiyapattito Neyyamalai Akkaraipatty Km. 5/450 - 9/550, salem-Tamil Nadu

Tender For MRL-20 - Edaiyapattito Neyyamalai Akkaraipatty Km. 5/450 - 9/550--1 MRL-20 - Edaiyapattito Neyyamalai Akkaraipatty Km. 5/450 - 9/550 2 Clearing and grubbing road land including uprooting wild vegetation,grass ,bushes, shrubs, saplings and trees ofgirth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201. 3 in Km. 5/450-9/550 4 Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 5 in Km. 5/450-9/550 6 Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 7 KM 5/450-6/0 8 KM 6/0 - 7/0 9 KM 7/0 - 8/0 10 KM 8/0 - 9/0 11 KM 9/0 - 9/550 12 Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth) 13 KM 5/450-6/0 14 KM 6/0 - 7/0 15 KM 7/0 - 8/0 16 KM 8/0 - 9/0 17 KM 9/0 - 9/550 18 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Carted Earth) 19 KM 5/450-6/0 20 KM 6/0 - 7/0 21 KM 7/0 - 8/0 22 KM 8/0 - 9/0 23 KM 9/0 - 9/550 24 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder) 25 KM 5/450-6/0 26 KM 6/0 - 7/0 27 KM 7/0 - 8/0 28 KM 8/0 - 9/0 29 KM 9/0 - 9/550 30 Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory rollerto achieve the desired density 31 KM 5/450-6/0 32 KM 6/0 - 7/0 33 KM 7/0 - 8/0 34 KM 8/0 - 9/0 35 KM 9/0 - 9/550 36 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 37 KM 5/450-6/0 38 KM 6/0 - 7/0 39 KM 7/0 - 8/0 40 KM 8/0 - 9/0 41 KM 9/0 - 9/550 42 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 surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503. 43 KM 5/450-6/0 44 KM 6/0 - 7/0 45 KM 7/0 - 8/0 46 KM 8/0 - 9/0 47 KM 9/0 - 9/550 48 Providing, laying and rolling of Close-graded premix surfacing material of 25 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 (Using Waste Plastic) 49 KM 5/450-6/0 50 KM 6/0 - 7/0 51 KM 7/0 - 8/0 52 KM 8/0 - 9/0 53 KM 9/0 - 9/550 54 Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81 55 KM 5/450-6/0 56 KM 6/0 - 7/0 57 KM 7/0 - 8/0 58 KM 8/0 - 9/0 59 KM 9/0 - 9/550 60 Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803 61 KM 5/450-6/0 62 KM 6/0 - 7/0

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	05-07-2024	Tender Postponed - Due to Administrative Reason	Date	12-07-2024
2	18-06-2024	Due to Administrative Reason - Tender Postponed	Date	05-07-2024

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