R.R damages on Mahatma Gandhi Govt. Engineering College Kotla Jeori in Tehsil Rampur Distt. Shimla

Amount

Excavation in soil in hilly area by mechnical means in all heights and depths, in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out of rock (where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformity with the requirement of technical specification of rural roads clause 1603.1. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases.

Excavation in soil in hilly areas by mechanical means including cutting trimming of side slopes and disposing of cut material with lift upto 1.50mtrs and lead upto 20mtrs as per technical specification clause 1603.1 ncluding carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

P/L Cement concrete 1:4:8 ( one cement : four sand : eight graded stone aggregate twenty five millimeter nominal size)for plain/ reinforced concrete work in open foundation complete as per drawing and technical specification Clauses 802,803,1202& 1203. including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charg

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement: 5coarse sand) : 10 graded stone aggregate 20 mm nominal size) including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charg

Randum rubble masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 with in cement mortar 1:6 (1 cement :6sand) including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charg

Construction of dry rubble masonary for retaining walls, breast walls , revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification Clauses 704.6& 1302.5 as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 nominal mix 1:3:6 as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15 nominal mix 1:2.5:5 as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Providing and laying reiforced cement pipe NP2 for culverts on first class bedding og granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work. Backfilling ,concrete and masonary work in head wallls and parapets clause 1108. as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per 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 100mm x 100mm 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 specifications Clause 1301. including carriage of materials, labour ,tool and plants through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charg

DHARAM PAL GOVT CONTRACTOR