Municipal Affairs Department Tender

Page-245, Item No-4.11, (iii) Providing, laying, spreading and compactiong stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighing, guarding, barricading and making necessaryearthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means

Page-253, Item No-5.11 Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Medified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m3 per m2) and 11.2 mm (@ 0.009 m3 per m2) size stone aggregates, inlcuding thoroughly cleaning of the surface, screeing, cleaning and ...........Clause 508 for Rural Roads of MORD. a) Using Mobile HMP (Light Duty). b) on WBM surface.

Page-254, Item No-5.13. B.(i) Providing and laying Premixed Seal Coat (Type B) with approved quality sand / grit @ 0.6 m3/100 m2 and bituymen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sad/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 uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, includinghire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specificatins for Road & Bridge Works of MoRT&H (5th Revision) By Mechanical Means (i) With Hot Bitumen Binder (@6.80 kg / 10 sqm.)

Page-235, Item No-3.01(i) Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. Including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and intial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soilsqm.)