Public Works Department Tender

Brick masonary work in cement mortat 1:3 in foundation complete excluding pointing and plastering as drawing (excluding G.S.T.)

Plain/Reinforced Cement Concrete in complete as per Drawing and Technical Specifications. placing(excluding G.S.T.)

Providing and fabrication, transportation, storing, binding and fixing in position uncoated HYSD bar reinforcement in foundation all complete as per drawing and technical specification 1600, 2100. as per SI No 504.(excluding G.S.T.)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.(excluding gst)

Pointing with cement mortar(1:3) on brick work in substructure and super structure as per drawing and technical specification .(excluding G.S.T.)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. .(excluding G.S.T.)

Construction of granular sub-base by providing Close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete As per Sr No. 4.1 & MoRT&H Specification(excluding G.S.T.)

Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification.(excluding G.S.T.)

Construction of un-reinforced, dowel jointed at expansion and construction joit only, plain cement concrete pavement,thikness as per design, over a prepared sub base with 43 grade cement or as per clause 1501.2.2 M30@ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity appropriate weight batcher using approved mix design,laid in approved fixed side formwork(steel channel,laying and fixing of 125 micron thick polythene film,wedges ,steel plate including leweling the form work as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continious oparation including provision of contraction and expansion, construction joints,applying debonding strips,primer,sealant, dowel bar,near approaches to bridges / culvert and construction joints,admixtures as approved,curing of concrete slabs for 14 days,curing compound(where specified) and water finishing to lines and grades as per drawing and technical specification.(excluding G.S.T.)

Supply and Laying of 1200 NP-3 hume pipes(excluding G.S.T.)

Bricks soling with straight over burnt brick/1 st class bricks laid flat and dry including preparation of sub grade to prescribed camber and including supply of bricks, filling joints, with local earth spreading coat of 1 cm (3/8”) depth of local earth of P.I. 5 to 7 or sand over the entire surface & including all materials, labour, T&P etc. required for proper completion of the work.(excluding G.S.T.)