Rural Development And Panchayat Raj Department Tender

Scarifying existing granular surface to a Depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then complacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 with all lead and lifts etc., complete and as directed by the Engineer-in-charge of work.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading III Material with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 By Manual means with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 By Manual means with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work.

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 1.05 kg/sqm using mechanical means as per Technical Specification Clause 502 of Low Porosity with all lead and lifts, loading and unloading etc., complete as per Technical Specification Clause 301.5 and as directed by the Engineer-in-charge of work.

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 and cleaned with Hydraulic broom as per Technical Specification Clause 503 with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work.

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work.

Reinforced cement concrete M15 Grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 ii) Kilometer Stone (Precast) with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work.

Reinforced cement concrete M15 Grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 iii) 200 meter Stone with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work.

Supplying and fixing in position new guard stones of granite/trap/sand stone/shahabad roughly dressed, of size 700mm x 200mm x 200mm including excavation, painting with white and black paint 15cm wide strip alternatively etc., complete. with all lead and lifts etc., complete and as directed by the Engineer-in-charge of work.

Road Markers/Road Stud with Lens Reflector. Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 with all lead and lifts etc., complete and as directed by the Engineer-in-charge of work.

Retro-Reflectorised Traffic Signs - Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M with clear height of not less than 2.10 M from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer in-charge. 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier. 600 MM Equilateral triangle - TYPE XI with all lead and lifts etc., complete and as directed by the Engineer-in-charge of work.

Providing and fixing of typical Logo board as per specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS Square channel 25mm x25mmx 5m size on back and on the edges. The Top and Bottom plate will be welded to 2 nos 50x50x5 mm square channels duly embedded in cement concrete M15 Grade of 600*600*750 mm, 600 mm below ground level.All M.S wiil be stove enameled on both sides,Lettering and printing arrows, border etc,. will be painted 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 and Annexture 1700.1 with all lead and lifts etc., complete and as directed by the Engineer-in-charge of work.