Public Works Roads Department Tender

Using stone metals of size range 63 mm to 45 mm (Grading – I) and type " B " stone screening @ 0.21 cum per cum of coarse aggregte.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Manual Means. (The supply of stone materials are to be measured in stack before use and the payment will be made on the basis of finished compacted volume.)

Using Grading-2 stone metal of size range 53 mm to 22 mm @ 1.21 cum per cum and Stone Screening Type B (11.2 mm) @ 0.24 cum per cum For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) @ 1.09 cum/cum with moorum screening @ 0.26 cum/cum.

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The payment will be made on the basis of finished surface area of primer coat.)

For WBM / WMM Surface with Cationic bituminous emulsion of approved grade @ 8.5 kg / 10 sqm of surface area.

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 & Bridge Works of MoRT&H (5th Revision). (The payment will be made on the basis of finished surface area of tack coat.)

On Bituminous Surface with Cationic bituminous emulsion of approved grade @ 0.250 kg / sqm of surface area.

On Granular surface treated with primer. (Using Bitumen emulsion @ 0.275 kg/Sqm)

Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, drying as necessary and heating the chips or metal where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tack coat. With premixed Chips of size 22.4mm @ 0.60 cum per cum and chips of size 11.2mm @ 0.40 cum per cum with 54 kg of bitumen per cum of loose net volume of stone chips using Mobile HMP (Light duty) (The payment is to be made on the basis of loose net volume of stone materials consumed in the work and the supply of stone materials are to be measured in stack before use.)

Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly 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 any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD using bitumen @ 1.46 kg/sq.m . (The supply of stone aggregates are to be measured in stack before use and the payment will be made on the basis of finished suface area)

Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 cum/100 sqm 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). By Mechanical Means with Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) (The supply of sand/grit are to be measured in stack before use and the payment will be made on the basis of finished surface area.)

Dressing and chilchalling Road flanks including cutting and filling with earth upto 150mm av thickness finished with outward cross-grade of 1 in 30.(Extra quantity of earth for filling shall be obtained from road side borrow pits.)