C/o link road from Sail to Kalwad Sajkhil km. 0/00 to 6/500 (Sh C/O RCC 6.00 mtr. Span Slab Culvert at RD. 2/750 with wing wall and 3.00 mtr span Slab Culvert at RD. 2/860 with wing wall) Under MNP

Amount

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 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 concrete in substructure complete as per drawings and technical specifications clause 802,804,805 ,806,807,1202 and 1204. for height upto 5 m. P.C.C. Grade M-15 Nominal mix 1:2.5:5 (One cement: two point five sand: five 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

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

Drainage spouts complete as per drawing and technical specification Clause 1209 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

Reinforced Cement Concrete M 25 (Twenty Five) grade approach slab including reinforcedment and formwork complete a sper drawing and technical specifications Clauses 800 and 1211. 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

Construction of RCC railing of M-25 grade in cast-in-situ with 20mm (Twenty Milimetre) nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 centre to centre spacing between vertical posts not to exceed 2000mm (Two Thousand milimetre) as per drawing and technical specifications Clauses 800, 900 and 1208.3

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

lokesh sharma

M/S HARMAN CONSTRUCTIONS

yashpal sharma