CO OF BANSI DHANI TO KHADIYAHWA DEEH LINK ROAD

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Embankment work. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3 As per S.O.R. No. 251 (Without royalty) (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Construction of granular sub-base by providing Shankargarh material, spreading in uniform layers with motor grader on prepared surface and compacting in two layers at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size 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, Type - B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

CEMENT TREATED SUBBASE Providing, laying and spreading, Material on a prepared sub grade (GSB) adding cement @ 2% by weight to tbe spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. With water curing (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

CEMENT TREATED BASE WBM Grade-III Providing, laying and spreading Material on a prepared sub base, adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the Road roller at OMC to achieve the desired unconifined compressive strength and to form a layer of base. with water curing (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects

Construction of un-reinforced, dowel jointed at 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 M30 (Grade), coarse and fine aggregates 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 and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects