C/o Link rod from Jouni Barol Galu to Kali Mata Mandir Kuffer Road in K.M. 0/00 to 1/600

Amount

Excavation on soil in Hill Area by manual means including cutting and trimming of side slops and disposal of excavated earth with a lead &lift up to 1.50 Meter and lead 20 meter as per drawing. including all leads and lifts, as per HPPWDspecification of 1990 volumn-I, as direction by the Engineer-in-Charge.

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material within all leads and lifts and other incidents and as per directions 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, & 1203.in cement concrete 1:6:12(1 cement:6 sand:12 graded stone aggregate 40mm nominal size) including cost of form work and reinforcement concrete work and as per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.

Providing and laying concrete1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads and lifts, As per HPPWD specification of 1990 volumn-I, as directed by the Engineer IN charge.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202, &1203, coursed rubble masonary (2nd sort) in cm 1:3 including all leads and lifts, as per HPPWDspecification of 1990 volumn-I, as direction by the Engineer-in-Charge.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202, &1203. Random Rubble masonary Cement mortar 1:6. (1 cement : 6 sand) including all leads and lifts as per HPPWDspecification of 1990 volumn-I, as per direction by the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. 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 25Kg each as per drawing and technical specifications Clause 1301 including hauling of material in all leads and 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. Granular material including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.

Providing weep holes in brick/masonry /stone masonry/plain rain forced concrete abutment wing wall return wall with 100 mm dia pvc pipe extending through the full with of the stricter with stop of 1(V) :20 (H) towards drawing face complete as per drawing and technical specification. including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.

Preparation of sub grade by dressing to camber(earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.

Consolidation of sub grade with road roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD. Specifications including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge

Stone soling properly hand packed filling interstics with kharanja stone and consolidating with power road rollar to the required gradient and camber including spreading watering and rolling of binding materials moorum earth etc. complete as per HP.PWD specification. 1990 volume-I and direction of the Engineer-in-Charge including hauling of material in all leads and lifts as per the entire statisfaction and direction of the Engineer-in-Charge.

Rakesh Negi