Public Works Department Tender

Brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600,1200 & 1203 (Brick masonry in 1:4 cement mortar) as SI no. 305

Plastering with cement mortar (1:4) mm thick on brick work in substructure as per techinical specification clauses 613.4 & 1204 (S.I. no. 17.58) ii

Supply & Laying of Hume pipe S & S Type in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 600 mm dia.

Part B (Approach) Construction of embankment with approved material obtained from local pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

WBM Grading-3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 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 and compacting to the required density.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Road Delinator Delineator Supply & Fixing of MS Delineator made of Mild Steel with pure polyester power coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion the surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall haveian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground Mild steel Guide Poles shall conform to Type XI sheeting specification as per IRC: 67 and ASTM D4956 which would ensure to obtaint clear visibility of having the sheeting tested for coefficiant of retro reflection. The rate shall include all material, labout, T&P transportation, installation and incidients all complete as per direction of the Engineer-in-Charge.