NM/MAD/ Bituminus Rd./15th FNC. /Gen. Fund/5th SFC. FUND/Dec.-03/W-28,29 and 31/02/2025-26/SL-02

Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement : pre works and post works). (i) In ordinary soil

Filling by silver sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation with water, ramming complete including the cost of supply of sand.

Supplying, spreading and consolidating jhama metal of specific size in hard crust to requisite thickness (Measured after compaction) in layers including screening of metals etc. as necessary, hand packing sweeping watering and rolling in stages with power roller to proper line, grade and camber, lighting,guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of materials and hire and labour charges of all men and machineries and compactingto the required density, as per clause 404 of Specifications for Road & Bridge Works ofMoRT&H(5th Revision)

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in in Sub-base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental cost of lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of specifications for Road & Bridge Works of MoRT&H (5th Revision).

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of specifications for Road and Bridge Works of MoRT&H(5th Revision). i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)

Providing and laying bituminous macadam with Mobile Hot Mix Plant(Light Duty) using approved crushed aggregates of specified grading as per table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temparature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and staff, quality control complete as per Specifications for Road & Bridge Works of lubricants and wages of operationalMoRT&H (5th Revision). (19mm nominal size, 50MM tO 75mm thick.)

Providing, laying and rolling of Open - graded premix surfacing of 20mm thickness composed of 13.2 mm (@ 0.018 m3 per m2) and 11.2 mm (@ 0.009m3 per m2) size stone aggregates, including throughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by tipper trucks or by any other suitable arrangements, laying the mixture uniformly over the surface with paver finisher, including manual operations as and when required for proper line, .......... to required temparature and including the hire charges of Hot Mix Plant and other machinery, pay of operatore, cost of fuel and lubricants etc. complete as per Clause 510 of Specifications for Road & Bridge Works od MoRT&H (5th Revision).

Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means,brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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