The Name of work be Read/ Followed as per S.B.D. document and B.O.Q.

Providing, laying, spreading and compacting stone aggregates by manual means of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN (eighty-hundred kilo newton) static roller in stages to proper grade and camber applying and brooming, stone screening/ binding materials to fillup the interstics of course aggregate watering and compacting to the required density Grading-2 (two) as per technical specification clause 405 complete within all leads, lifts, carriage of material and other incidentials charges.The rate is inclusive all taxes levy by the government time to time including GST.

Providing, laying, spreading and compacting stone aggregates by manual means of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN (eighty-hundred kilo newton) static roller in stages to proper grade and camber applying and brooming, stone screening/ binding materials to fillup the interstics of course aggregate watering and compacting to the required density Grading-3 (two) as per technical specification clause 405 complete within all leads, lifts, carriage of material and other incidentials charges.The rate is inclusive all taxes levy by the government time to time including GST.

Construction of un-reinforced cement concrete pavement as per design and drawing with expension and construction joints, over a prepared sub base, with 43 (forty three) grade cement as per technical clause and specifications M-20 (twenty) grade course and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five milimetre) mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic metre) capacity including form work with steel channels and plates complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.

Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. 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, hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage, rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost .The rate is inclusive all taxes levy by the government time to time excluding GST.

Providing and laying cement concrete 1:5:10(one cement: five sand:ten graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size ) plums and curing complete including the cost of form work in Retaining walls Breast walls, in or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arisen at the time of laying under water complete for all heights/depths including cost of form work as per drawings and MORD technical specifications section 800, 900,1200 & 1600 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is inclusive all taxes levy by the government time to time excluding GST.

Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST.

Dismantalling of flexible pavement by mechanical bitumenious concrete pevement and disposal of dismantaled materials upto a lead of 10mtrs stacking seerviceable and unserviceable materials separatelyas pe satisfaction of Engineer-in-Charge.The rate is inclusive all taxes levy by the Government time to time including GST.

Providing laying and rolling of built up spray grout layer over prepared bass consisting of a one layer composite construction of crushed coarse key stonge ching spreader may be usesd with application of bituminous binder after eachlayer andwith key aggregates placed on top of the second layer to serve as a base ,confirming to the line ,grades and cross section specified the compacted ;ayer thickness veing 75 mmas per techinacal specification complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST.

Providing and Laying Interlocking Concrete Block Pavements having thickness 80 mm (eigthty milimeter) as per drawings and Technical Specification Clause 1504. and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect.The rate is inclusive all taxes levy by the government time to time Including GST.

Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:4:8 (one cement : four sand : eight graded stone aggregate 40mm (forty millimetre) nominal size) complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST.

Providing and applying tack coat with bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechnical broom on bituminous surface @ 0.275 kg/sqm (at the rate of zero point two seven five kilogramme per square metre) as per technical specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.

Providing and applying primer/tack with bituminous primer (VG-10) at the rate of 1.00 (one point zero zero) kilogram per square metre on existing WBM (Water bound macadam) surface cleaned with mechnical brooms as per HP.PWD./MORD specification complete within all leads, lifts, carriage of material and other incidentials charges.The rate is inclusive all taxes levy by the government time to time including GST.

Excavation in soil in hilly area in all heights and depths and in all kind of soil by all means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/ wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil, setting out true to the required line, grades, width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification section 1000 & 300 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material at approved dumping sites through all modes of transporation including head load or animals transport or mechanical means along with its leveling fine dressing and hauling /carriage of machineries, materials, tools equipments and safety measures. Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost.The rate is inclusive all taxes levy by the government time to time including GST.

Providing and laying 600mm (nine hundred millimetre) diametre reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108 complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST.

Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia P.V.C. pipe extending through the full width of the structures with slope of I (v): 20(H) towards drainage face complete as per drawing and M.O.R.D.technical specification clauses 614, 709 & 1206.6 and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is inclusive all taxes levy by the government time to time including GST.

Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-30 (Thirty) @ 5.00% (at the rate of five point zero per cent) (percentage by weight of total mix) and lime filler @ 3% (three percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST.

Stone soling properly handpacked filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (one hundred milimeter) spread thickness (finished work including materials and labour) and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is inclusive all taxes levy by the government time to time including GST.

Construction of unlined drain of average cross section area 40sqm (fourty square meter) in soil to specified lines grade levels and dimensioons .Excavated materiasls to be used in embankment with a lift upto 3mm (three milimeter) and lead of 50m (fifty meter) (average lead 25m (twenty five meter) ) as per technical specifications cllause 307( Mechanical means) within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST.

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen VG-10 @ 0.30 kg (zero point three kilogramme) per Sqm, 20 mm thick pre-mix carpet with Bitumen VG-10 @ 1.46 kg (One point four six kilogramme) per Sqm and seal coat type B with bitumen VG-10 @ 0.68 kg (zero point six eight kilogramme) per Sqm as per technical specification clause 1904.2, 503 and 508.1. The rate including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is inclusive all taxes levy by the government time to time Including GST.