Construction of Batra Nallah to Bijlidhar road Km 0/000 to 2/000 SH Formation Cutting 5/7 mtr wide Road Km. 0/735 to 1/270 and Construction of 900mm dia Hume Pipe Culvert at various RD including both side wing wall, C/O Wire Crate Retaining Wall/Wire

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 902.77cum. 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.

Excavation in soil in hill area by manual means/mechanical means including cutting and trimming of side slope and disposing of excavated earth with in all leads and lifts as per drawing and technical specification clause 1603.10 as per direction of the Engineer-in-charge.

Earth work in excavation for all type of road structures such as Retaining walls, Breast Walls, Culverts, Drains & Parapets etc. in all type of classification of soil, comprising of ordinary soils, ordinary rock, hard rock, chiselling/wedging out of rocks (where blasting is prohibited) as per drawing & MORD technical specifications clause 305.1, 1104 & 1606.1 and as per direction of the Engineere-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads and lifts including dressing of sides and bottom & backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One hundred fifty millimeters) compacted thickness including shortingand strutting and pumping or bailing out water (surface and sub soil water) upto all depths and any quantom of water including cleaning of slush which may arise out during dewatering as per the directions of Engineer-in-Charge.

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.

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 1:6:12(40mm aggregate) 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 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the 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) P.C.C nominal mix 1:5:10 (40mm aggregates) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

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 through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pie extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clauses 1204.3.8. Granular Material including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Rajan Rathore