Permanent Restoration of road from (Manzmooh to Doongiwari) Package No.JK01-71

Permanent Restoration of road from "Manzmooh to Doongiwari " Package No: JK01-71

PART (A) Pipe Culvert

Earthwork in excavation for structures 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 upto a lead of 50 m, dressing of sidea and bottom and backfilling in trenches with excavated suitable material. All sorts of soil. P-43, Item no 11.1(i).

P/L of ist class bedding using granular material

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C Grade M-15 Nominal mix 1:2:4). Raft

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level M-15 Including 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)

P/L of TMT reinforcement @90kg/cum vide item no.4 &5

Providing weepholes in brick masonry/ stone masonry, plain / reinforced concrete abutments, wing wall. Return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawings and technical specifications clause 614, 709, 1204.3.7.

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

PART (B) 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 :RD 30,1120

Bedding:- providing and laying of stone soling beneath concrete

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 specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level M-15 Including 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)

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-15 Including 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(Drain) 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 (C) PCC 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 :

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 specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level M-15 Including 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

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