Road Constructioin work near industrial Establishment Sidkul, Sitarganz, Phase-02, Sector-03M/S Sudama wood Panel Pvt. Ltd.

Amount

Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Excavation in Soil by Manual Means. (Excavation for Excavation for roadway in soil using manual meansfor carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as perTechnical Specification Clause 302.3

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using Gravel mix soil

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of all material, labour and T&P etc.required for proper completion of the work. as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C. grade M 20Nominal mix 1:2:4 (Hand mixed)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203Brick masonry in 1:4 cement mortar

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and ompacting with vibratory roller to achieve the desired density.)

Prime coat(Providing and applying primer coat with bitumen emulsion on prepared surface of granularBase including clearing of road surface and spraying primer at the rate of 0.60 kg/sqmusing mechanical means.)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 MoRTH specification clause No. 507 complete in all respects.) for Grading II ( 19 mm nominal size )

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producingan average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwith bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, layingwith 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 perMoRTH specification clause No. 508 complete in all respects)for for GradingII (10 mm nominal size)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technicalspecifications RCC Grade M20 Using concrete mixer

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawingsand technical specifications Clauses 1000 and 1202

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

Direction and Place Identification signs upto 0.9 sqm size board.(Providing and erecting direction and place entification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Road Delineators Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unitexposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting oneach side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTMD 4956 Type XI table specification with pure polyester powder coating with the minimum thicknessof powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design withthe height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchoredwith PCC M-15 onto the ground. The front and back faces of the delineator should be curved with aradius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20oand 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. Thedelineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including alltest report and warranties as per IRC 67 and IRC 79.

Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of ‘category A’Raised pavement markers made out of poly carbonate/ABS moulded body andreflective panels with micro prismatic lens capable of providing total internalreflection of the light entering the lens face with retroreflectance and chromaticityvalues shall be as given in the detailed specifications and the product shall conformto ASTM D4280. The raised pavement marker shall also meet all the testingconditions of ASTM D4280 and fixed to the road surface using the adhesiverecommended by the manufacturer. Two cylindrical Polymer Shanks of not less than20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The reflective raised pavement markers shall also confirm to the MORTH circular NoRW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall notbe less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within1.3 mm and outermost faces of configuration of marker shall not deviate more than1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested inaccordance with ASTM D4280. The marker shall withstand flexural strength of 909kgf force in accordance with ASTM D4280. Marker lenses shall be moulded ofPolycarbonate or methylmethecrylate conforming to ASTM D788. The area of eachretro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro –reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CILnot less than values specified in table 1 of MORTH Section 800 page no. 353 andshould accompany two year warranty for satisfactory field performance from themanufacturer.

M/S ABHISHEK JAIN CONTRACTOR (BID ID -350562)

ANCHAL ENTERPRISES (BID ID -350370)