RR Damage to Mehandli Tikkar road Portion road

Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavation earth with a lead up to 1.5m and a lead up to 20m as per drawing and technical specification clause 1603.1

Earth work in excavation for structure as per drawing and technical specifications clause 305.1 Including setting out, construction of shoring and 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 materials.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:6:12)

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:4:8)

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:3:06)

square rubble Stone masonry in Cement mortar for substructure complete as per drawing & technical specifications Clauses 702,704 1202&1204 in Cement mortar (1:5)

Random rubble Stone masonry in Cement mortar for substructure complete as per drawing & technical specifications Clauses 702,704 1202&1204 in Cement mortar (1:6)

Construction of dry masonry in Retaining walls, breast walls, revetment walls and parapets etc. for structures complete as per drawing and technical specifications 704.6 &1302.5.

Providing and laying RCC NP2for 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 masonary work in head walls and parapets clause 1108.900mm dia Hume Pipe

Excavation in hilly area in all heights and depths in all kinds of soil by mechanical soil i/c saturated soil comprising of ordinary soil ,soft rocks,hard rocks, chiseling , wedging out of rock (where blasting is prohibited) and other intermediate classification of soil setting out true to the required line,grade,width, cutting and trimming of side slopes and level as shown on the drawings and as desired by the Engineer-in-charge at site according to the MORD Technical Specification Clause 1603.1,1603.2 sorting out useful material and stacking the same in all leads and lift in acquired width of the road and transportation of useful material for filling of roadway ,camber, embankment for improvement and disposal of all un-useful materials from the width of the road or on approved dumping sites through all mode of transportation i/c head load or animal transport or by mechanical means along with leveling ,fine dressing and carriage of machinery , material, tools ,and safety means and other incidentals necessary to complete the work by mechanical means or labour ,if required. All useful materials such as stone, shingle, aggregates, sand shall be sorted out and stacked along the road side which shall be not less than 1/3(one-third) for blasting work hard rock, 1/6(one-sixth) for soft blasting work and 1/10 (one-tenth) for jumper work in all cases failing which recovery shall be done at the prevailing market rates. Any loss to the public property shall be the absolute responsibility of the contractor which shall be duly compensated by him as per the directions of the Engineer-in Charge i/c carriage of material within all leads and lifts The rates includes octroi , roylity, Malkana,Toll-tax,sale tax or any other tax imposed by the Government. A recovery of useful stones for 288.33 cum @ Rs. 300.00 per cum shall be done on pro-rata basis in each running bill for this item.