Construction of Link Road to Mohalla Bara in GP Amboa SH PL GSB WMM and Tarring km 000 to 0500 under MMGSY

Amount

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately)depending upon the classification of soil complete as per HPPWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including other incidential . The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Consolidation of sub grade with road roller including makng good the undulation etcetra with earth or quarry soil etcetra and rerolling the sub-grade complete as per HPPWD specifications including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including other incidential . The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Construction of gravel/soil aggregate sub base/base by providing well graded material of nominal maximum size grading 8-80mm (eighty millimetre) as per table 2.3 of IRC SP 77-2008, spreading in uniforms layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachement and compaction with three wheel 80-100 KN static roller capacity to achieve the desired complete as per specifications contained in para 2.2, 3.6 and 3.7 of IRC SP-77-2008 and as per the direction of Engineer-in -Charge including carriage of material within all leads, lifts and other incidentals .The rate includes octroi, royality, Malkana, toll tax , goods service tax, labour cess or other taxes imposed by the Government.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 and 400.12 and Technical Specification Clause 406 in single layer and direction of Engineer-in-charge including carriage of materials/machinery required to execute the work in all leads and lifts and other incidentials. The rate includes octroi, royality, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing and applying primer coat with Bitumen emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface spraying primer @ 0.70 kg to 1.00 kg (zero point seventy kilogram to one kilogram) per square meter using mechanical means as per M.O.R.D. technical specifications clause No. 502 including carriage of materials within all leads and lifts and other incidentals . The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg to 0.30 kg (zero point twenty five kilogram to zero point thirty kilogram) per square meter on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per M.O.R.D. technical specifications clause No. 503 including carriage of materials within all leads and lifts and other incidentals . The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing laying and rolling of open graded premix carpet of 20mm ( twenty millimeter) compacted thickness composed of 13.2mm ( thirteen point two millimeter) to 5.6mm ( five decimal six millimeter) aggregate at the rate of 0.27 cum (zero point two seven cubic meter)mixed with penetration VISCOSITY GRADE-30 (THIRTY) PAVING BITUMEN at the rate of 14.6 kg.(fourteen point six kilogramme) per 10 sqm.(ten square meter) of road surface to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in suitable plant, laying with paver finisher and rolling with a three Wheel 80-100 KN static road roller capacity finished to required level and grade to be followed by seal coat of type-B as per M.O.R.D. technical specifications clause No. 508 by mechanical means including carriage of materials within all leads and lifts and other incidentals . The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per technical specification clause 510 using VISCOSITY GRADE-30 (THIRTY) PAVING BITUMEN at the rate of 6.8 kg ( six point eight kilogram) premixed with 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. ( Ten square metre) mixing and heating in mini hot mix plant and laying by mechanical means of mixed material and rolling with power road roller 80-100 KN ( eighty to one hundred KN) as per the direction of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate includes octroi, royalty, Malkana, toll tax, goods service tax, labour cess or other taxes imposed by the Government.

Hargopal Sharma

Chain Singh

Narinder Kumar

Mahesh Kumar