Permanent Restoration of road from Uril TO Verinar) Package No.JK01-405.

Permanent Restoration of road from "Uril to Verinar" Package No: JK01-405

PART (A) Cement Concrete Drain

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil :

Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:M-10 .Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:M-15( Flooring also) Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Flooring also

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level M-15Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job Approach Slab (Finished work to be measured) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form work for:Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) 4.6.1 Foundations, footings, bases for columns

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth leve Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) Thermo-Mechanically Treated bars of grade Fe-500D or more.

PART (B) Cement Concrete Wall

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil :

Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:M-10 .Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:M-15( Flooring also) Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Flooring also

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form work for:Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured) 4.6.1 Foundations, footings, bases for columns

Providing weep holes in plain/reinforced cement concrete abutment, wing wall&retur wall with 100mm dia AC pipe extending through the full width of the structures with stope of 1(v)20(H) towards drawing face mplete as per drawing and technical specificationdauses 614, 70, 1201 57

Back filling behind Abutment,wingwalls,Return walls,retaining walls etc by way of providing and laying of River Bed material (RBM) of approved source as per the directions of site Engineer ( Quantity to be paid after deduction of voids)

PART (C) Protection Crate Walls

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil :

Constructing vertical bunds with boulder filling not weighing less than 25 kg(dry, hand packed tightly); including cost of stones and cost of wire crates etc complete job (Quantity to be paid after Deduction of Voids)

P/F of wire crates of approved quality and wire thickness (3mm) incl all costs and carriages upto the site of work complete job.

Back filling behind Abutment,wingwalls,Return walls,retaining walls etc by way of providing and laying of River Bed material (RBM) of approved source as per the directions of site Engineer

Engagement of JCB for slip clearance by way of removal of slips including disposal of same within 200 m complete job as directed by the Engineer in Charge