Imp of black spot on Narkanda Thanedhar Kotgarh Bithal road Km. 0/000 to 44/000 SH Imp of narrow curves at RD 27/080 to 27/100 C/O PCC wire crate R/ wall at Rd 27/125 to 27/137 27/139 to 27/146.20 and C/O 900mm dia Hume pipe culvert at rd. 27/138

Amount

5/7 meters wide (5 meters wide in straigth and 7 meters on curves) Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth in all height 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 chiseling and wedging out of rock where blasting is prohibited and their intermediate classification of soils including dewatering wherever required, setting out true to the required lines, grades, side, slopes, trimming of bottom and levels as shown on the drawing and as directed by the Engineer.-in Charge. at site according to the HP.PWD specification of 1990 volume-I and sorting out useful and un-useful material and stacking the same in all leads and lifts and transportation of the un serviceable materials for filling in roadways, embankment s for grade improvement and leveling to required grades and then disposing of all surplus excavated materials in acquired width of the road or on approved dumping site /sites through all labours machineries materials, tools, equipments and safety measures and other incidental necessary to complete the work by mechanical means and or labour if any required .All usefull materials, such as stone shingles, aggregates and slates etc. shall be sorted out and stacked along road side which shall not be less than one third blasting work(hard rock) one sixth of blasting work(soft rock) or 77.17cum. which ever is higher in all cases failing which recovery @ Rs.170/- per cubic metre shall be effected. Any loss to the Public and Private property during the course of execution and disposal of serviceable/un-serviceable materials shall be the absolute responsibility of the Contractor which shall have to be duly compensated to the full extent him in all respect and in all cases.

Earth work in excavation for structures by manual means in all depths as per drawing and Technical specifications Clause 305.1 incuding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal in all leads and lifts incuding dressing of sides and bottom and back filling in trenches with excavated suitable material, all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil errosion, damage to hill side, water pollution etc., and to protect stability of hill side. Rock shall be excavated with chiselling & wedging out of rock (where blasting is prohibited) as directed by the Engineer-in-Charge, all useful material such as stones, singles, aggregates and slates etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property during the course execution shall be the absolute responsiblity of the contractor which shall have to the dully compensated by him in all cases.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including carriage of materials through all modes of transportation with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203(C.C. 1:6:12) including entire carriage of materials in all leads and lifts.

Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 and 1203 P.C.C. nominal mix 1:4:8 (25mm aggregates) including entire carriage of materials in all leads and lifts.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 (Hand mixing) including entire carriage of materials in all leads and lifts.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg. each as per drawing and technical specification Clause 1301 incuding entire carriage of mterials in all leads and lfits.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) including entire carriage of materials in all leads and lifts.

Providing and laying 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 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108, 900mm including entire carriage of materials in all leads and lifts.

Back filling behind retaining wall/breast wall incuding carriage of materials through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

PANKUSH BHARDWAJ GOVT CONT