Panchayat Raj Engineering Department Tender

CC Road and CC Drains;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

CC Road and CC Drains;Construction of Granular sub-base by providing HBG material confirming to Grading-VI of MoRT&H (Table 400-1 & 400-2) including csot and conveyance of all materials to work site and spreading in uniform layers with motor

CC Road and CC Drains;Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

CC Road and CC Drains;Construction of un-reinforced, expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding VAT.& Seigneorage charges

CC Road and CC Drains;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN.Cum CBR>/12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 tonnes vibratory road roller @ OMC to meet requirement of MoRT&H including all hire and operational charges

CC Road and CC Drains;Supplying, fitting and placing of HYSD bars Fe-500 from TATA, SAIL, VSP, JWS & shyam steel etc. of different diameters wrought and put up bars of all diameters including cost and conveyance of steel to site and all all labour charges for fabriation of reinforcement includig cutting, bending binding rods, tying grills, placing them in postion etc., complete