C/o Farm Access Road at FIS Padhar to Aarang, FIS

Amount

Farm Access Road Farm Access Road at Flow Irrigation Scheme Padhar to Aarang, G.P Sanwad, Tehsil Padhar, Distt. Mandi (H.P).

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavation in drains ans channels in earth work including dressing of side and bed and disposing of excavated earth upto a load of 20mtrs aand lift upto 1.50mtrs disposed earth to be levelled and neatly dressed within all leads and lifts complete in all respect and to the entire satisfaction 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. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stine offoegate 40mm nominal size ) excluding the cost of centring and shuttering in foundation and plain within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns,etc. for mass concrete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Farm Access Road Farm Access Road at Flow Irrigation Scheme Katli Nalla to Nanawan Paplehra, G.P Janed, Tehsil Sadar, Distt. Mandi (H.P).

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavation in drains ans channels in earth work including dressing of side and bed and disposing of excavated earth upto a load of 20mtrs aand lift upto 1.50mtrs disposed earth to be levelled and neatly dressed within all leads and lifts complete in all respect and to the entire satisfaction 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. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stine offoegate 40mm nominal size ) excluding the cost of centring and shuttering in foundation and plain within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns,etc. for mass concrete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Farm Access Road Farm Access Road at Flow Irrigation Scheme Falatnalla, G.P Hatt, Tehsil Bhunter, Distt. Kullu (H.P).

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavation in drains ans channels in earth work including dressing of side and bed and disposing of excavated earth upto a load of 20mtrs aand lift upto 1.50mtrs disposed earth to be levelled and neatly dressed within all leads and lifts complete in all respect and to the entire satisfaction 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. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying non-pressure NP-2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement :2 fine sand) including testing of joints etc within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Vikas puri

SUNIL KUMAR VIJ CONTRCATOR