Widening and CD/MT of link road to Bhureshwar Mahadev Temple in km 0/0 to 2/315 (SH ROFD, R/wall, CD works , GSB , WBM-II III, M/T works , Road side V-shape drain and Parapets etc. in km 0/00 to 2/315

Amount

Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for Rural Road, clause 1603.1 and 1603.2 of General Conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner i/c arrangement of dumping site, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery of useful stone that is 468.84 cum. (four hundred sixty eight point eight four Cubic Metre) in all cases, taking which the recovery @ Rupees 170/= only (Rupees one hundred seventy only) per cubic metre in all circumstances shall be effected on pro rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Construction of sub grade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, speading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1

Earth work in excavation for foundation of structure upto 3 mtrs depth as per drawing andtechnical specification clause 1104 including setting and construction of shoring and bracingremoval of stamps and other deleterious matteers dressing of sides and batten and back fillingith approved materials including all leads,lifts and carriage of materials

Providing concrete for plain/reinforced concrete in open foundation as per drawing and technical specification P.C.C. Grade Nominal mix 1:6:12 ( :One cement: six sand: twelve graded stone agg) 40 mm (forty millimetres) clause 802,803,1202 and 1203.including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing concrete for plain/reinforced concrete in open foundation as per drawing and technical specification P.C.C. Grade Nominal mix 1:4:8 ( :One cement: four sand: eight graded stone agg) 25 mm (twenty five millimetres) clause 802,803,1202 and 1203. including all labour equipments and materials to various location through all modes of transpirations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wingwall ruturn wall with 100mm dia AC pipe extending throught the full width of the structure withslopes of i(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Back filling behind abutment, wing wall and retaning wall complete as per drawing and technical specification Clause 1204.3.8.including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing concrete for plain/reinforced concrete in open foundation as per drawing and technical specification P.C.C. Grade Nominal mix 1:5:10 ( :One cement: five sand: ten graded stone agg) 40 mm ( forty millimetres) clause 802,803,1202 and 1203.including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing concrete for plain/reinforced concerete in sub- structure complete as perdrawings and technical specification clause 802,803,1202 & 1203,PCC Grade M-10,PCC 1:3:6. 40( :One cement: three sand: six graded stone agg) 40 mm (forty millimetre) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying reinforced cement concrete pipe NP2 as per design in single row,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:2 ( one cement : 2 sand) but excluding excavation protection works back filling concrete andasonry works in head walls and parapets clause 1106 RCC pipe NP2 900mm dia as per design.including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Stone masnory in cement mortar 1:3( one cement : three sand) for substructure complete as per drawing and technical specification Clause 702, 704,1202 & 1204 randam rubble masnory.including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Preparation of sub grade by dressing to camber earth work for the cutting in volved for sub -grade to be paid separatly depending upon the classification of soil complete as per HPPWD sepecification

Construction of sub-grade with road roller including making good the undulation etc. with erth or quarry soil etc. and rolling the sub-grade completed as per HPPWD sepecification

Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -II (63 mm to 45 mm ) as per HPPWD Technical Specification Clause 405.by Mechanical means

Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness, hand packing rolling with three wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per techical specification clause 405 . W B M Grade III 53 mm to 22.4 mm size ( By manual means)

Providing and applying primer coat with Bitumen emulsion (SS-I) grade on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.0 kg / sqm using mechanical means as per technical specification clause 502.

Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared non -bitumen surfaces treated with primer and cleaned with hydraulic broom as per Technical specification Clause 503

Providing,laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 KN static roller capacity ,finished to required level and grades to be followed by seal coat of type B as per technical specification clause 508 .

Providing and laying seal coat sealing the voids in a bituminous (VG-10)surface laid to the specified levels,grade and cross-fall as per technical specification cluse 510 Case -II Type B including hauling/ carriage of all labour equipments and materials to various location through all modes of transpirations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

ASHISH KUMAR

Vinay Thakur

Nakul Chauhan

Asphalt Carpet Construction Company

CHANDAN SWAROOP

Rakesh Verma