435-BCWTD/Hug, Dt- 02.03.2026

Earthwork in excavation from borrowpits and depositing in ayers of 250 mm Including breaking clods in embankment works and to fill up back of abuttments, depressions and ruls with an initial lead up to 50m and initial lift up to 1.5m making bunds at top as directed dressing complete (Borrow pit measurement) In Ondinary soil Road Side Shouldering at field. Item no 3.01 page 234 pwd roads

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 requirment of Table 300.2 with lead upto 1000 m as per Technical Specification. item No. 3.14, Page No. 236 (PWD Roads Schedule)

Supplying 1st class Brick Bats of size 45mm to 63mm including sorted & stacked at work site item No 5e Page No-3 Roads Schedule

Water Bound Macadam Sub-Base Water Bound Macadam Sub-Base by consolidating Jhama Metal/Laterite Chelly or stone metal/shingles of specified size in hard crast to requisite thickness (measured after compaction) in layers Including screening of materials etc. as necessary, hand packing, sweping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & baricating and making necessary earthen bunch of ane metre width on each side where necessary to protect the edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per clause 404 of specifications for road & Bridge Works of MoRT&H (5th Revision) For Construction of Sub Base by consolidating Jhama metal (63mm to 45mm) with moorum screening (Local Brick field rubbish to be used as screening to be supplied by agency) Item No.-4. 10, Page- 244 Roads Schedule

Providing, laying, spreading and compacting stone aggregates of specific sizes to watere bound macadam specification including spreading in uniform thickness, hand packing, rolling with Grading-1 Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) manual means . Item no 4.11 page 245 Roads schedule

Providing, laying, spreading and compacting stone aggregates of specific sizes to watere bound macadam specification including spreading in uniform thickness, hand packing, rolling with Grading- II aggregate (53mm to 22.4 mm) using stone screening

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per clause 502 of Specifications for Road & Bridge Works of MoRT&H (Sth revision) Item No.-5.01, Page-248 Roads Schedule 1) For WBM/WMM Surface:

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic Broom, moistening the surface (i) On Granular surface treated with primer (Using Bitumen emulsion @ 0.25 to 0.30 kg per sqm.) Item no 5.02 page 248 Roads schedule

Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen/Modified bitymen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open-graded premix surfacing of 20mm thickness composed of 13.2 mm (@0.018 cum per sqm) and 11.2mm (@0.009 cum per sqm) size stone aggregates. Item no 5.11 Page no 254 Roads schedule. Item no 5.11 page no 254 Roads schedule

Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit@ 0.6cum/100 sqm and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100% passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an I By Mechanical Means (i) With Hot Bitumen Binder (@6.80 kg/10 sqm) Item No.- 5.13 B, Page-255 Roads Schedule