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| 1 | Flood Restoration of road from \"2x30M Spanbridge at Rd 1500 M and subsidence at RD 6509M on Qazigund Kulgam Road Km 9th RD 135 to Brinal\" Package No: JK01-353 |
| 2 | Part A : Crate Work |
| 3 | 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 : |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 5 | Supply of Stone boulders (Nallah /QuarryStone) |
| 6 | P/F of wire crates of approved quality and wire thickness (3mm) incl all costs andcarriages upto the site of work complete job. |
| 7 | Back filling behind Abutment,wingwalls,Return walls,retaining walls etc & Restoring of shouldersby way of providing and laying of River Bed material (RBM) of approved source as per the directions of site Engineer |
| 8 | 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 IncludingLoading,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) (Coping over crates) |
| 9 | 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 |
| 10 | Part B : Protection Work |
| 11 | 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 : |
| 12 | 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 .IncludingLoading,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 |
| 13 | 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 IncludingLoading,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) |
| 14 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form work for:IncludingLoading,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 |
| 15 | 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 |
| 16 | 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 |
| 17 | Part C : PCC Drain |
| 18 | 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 : |
| 19 | 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 .IncludingLoading,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 |
| 20 | 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 IncludingLoading,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) |
| 21 | 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 IncludingLoading,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) |
| 22 | FORM WORK(Drain)Centering and shuttering including strutting, propping etc. and removal of form work for:IncludingLoading,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 |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth leveIncludingLoading,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. |
