Panchayat Raj Engineering Department Tender

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges for ordinary soils upto 3 mts depth

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course

Plain cement concrete M 15 grade in substructure using 40,20 & 10mm size graded hard stone aggregate, mechanically mixed in foundation and compacted by vibration includingt curing for 14 days complete as per drawings and technical specification clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage charges etc., complete- for bodywalls

Plain cement concrete M 15 grade in substructure using 40,20 & 10mm size graded hard stone aggregate, mechanically mixed in foundation and compacted by vibration includingt curing for 14 days complete as per drawings and technical specification clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage charges etc., complete

Providing and laying reinforced cement concrete 600mm Dia pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For 600mm Dia RCC Pipes

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges

Filling in foundation trenches with stone dust as per drawing and technical specification clause 305.3.9 MORD & 304 MORTH including overhead charges and contractors profit but excluding GST and seignriaoge charges etc. complete for finished item of work

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Plain cement concrete M 15 grade (Design Mix) in substructure using 40,20 & 10mm size graded hard stone aggregate, mechanically mixed in foundation and compacted by vibration includingt curing for 14 days complete as per drawings and technical specification clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage charges etc., complete- for bodywalls

Providing and fixing of kilometre stones of size 350x250x1100mm precasted with RCC (1:2:4) using 20mm and 10mm HBG metal and using 5 kgs/sqm of steel HYSD bards sincluding cost and fabrication charges and embeeding these stones in 0.55x0.55x0.60m size cement concrete M20 grade CC (1:2:4) using 20mm and 10mm HBG metal below ground level, painting, lettering etc. complete as per drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges and contractors profit but excluding GST and seignriaoge charges etc., complete for finished item of work

Providing and fixing of Hectometre stones of size 650x150x1100 precasted with RCC (1:2:4) using 20mm and 10mm HBG metal and using 5 kgs/sqm of steel HYSD bards sincluding cost and fabrication charges and embeeding these stones in 0.55x0.55x0.60m size cement concrete M20 grade CC (1:2:4) using 20mm and 10mm HBG metal below ground level, painting, lettering etc. complete as per drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges and contractors profit but excluding GST and seignriaoge charges etc., complete for finished item of work

Providing and fixing of semi reflective cautionary,mandatory and informatory sign as per IRC:67 made of 1.5mm thick MS Sheet duyly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural roads of reequired shade and colour supported and welded on 47mmx47mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and technical specification clause 1701 MORD

Providing and fixing of typical Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD

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.

Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms etc. as per IRC 35 the finished surface to be level, uniform and free from stereaks and holes as per specification 803 MORTH