C/o Link road from village Ratwa to kuna via Tholla Kulyari jarna Balaina km 0/00 to 6/500 (SH ROFD in essential reaches, C/O 900mm dia RCC hume pipe culvert at RD. 2/725 and 3/550 and C/O 1.50 mtr span Slab culvert at RD. 2/810 and C/O 4.00

Amount

Excavation in earth work in hilly area all heights and depths in all kinds 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 precaution against soil erosion, damage to hill side, water pollution etc. and protect stability of hill side, track shall be excavated with chiseling and wedging out of 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 and clause 1603.1 & 1603.2 (One thousand six hundred three point one & One thousand six hundred three point two) to achieve designed formation width including and stacking of material useful for constrction at suitable sites and safe disposal & dumping to be arranged by the contractor of unsuitable cut material in specified manner, timmimg, filling of unevenness, blindage and finishing of the road to specified dimension or as directed by the Engineer-in -Charge for smooth riding. The recovery of the stones whether useful or not, for 115.73 cum (One hundred fifteen point seventy three) in any case failing which recovery @170/- per cum shall be effected on pro-data 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 duly compensated by him in all cases.

Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding a diverse effects on environment, trimming filling of uneverness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. 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 on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respect including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing and laying concrete for plain/reinforced concrete 1:4:8 (One Cement: four Sand : Eight graded stone aggregate forty milimetre nominal size) in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203. for parapets as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Providing and laying concrete for plain/reinforced concerete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203, 1:3:6 nominal mix (One Cement: Three sand: Six graded stone aggregate) as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Providing concrete for plain/reinforced concerete in sub structure as perdrawings and technical specification clause 802,803,1202 & 1203,PCC Grade M-15,PCC 1:2.5:5.(One Cement: two point Five sand: Five graded stone aggregate) upto all Height. as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications clause 802,804,805 ,806,807,1202 and 1204. for height upto all height P.C.C. Grade M-20 Nominal mix 1:2:4 (One cement: two sand: four graded stone aggregate) as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clause 800,1205.4 and 1205.5. R.C.C. Grade M-25 1 :1.5 : 3(One cement:One point five sand:three graded stone aggregate design mix) upto 5 m (Five Metre) height. as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and techncial specification clause 800 & 1206.3.as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

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 1:3 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.

Providing and laying flooring laid over cement concrete beding complete as per drawing and technical specification clause-1303.Rubble stone laid in cement mortar 1:3 (One Cement : Three sand) as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with granular material as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Providing weep holes in brick masonry/stone masonry plain/reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending throught the full width of the structure withslopes of1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 . as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Dalip Singh Rana

HARISH THAKUR

Satish Thakur