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| 1 | Permanent Restoration of road from Km 5th of T04 Thera Topa Part-II Pkg No.:- JK11-121 Length :-5.00 km |
| 2 | 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: All kinds of soil : |
| 3 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 7 | Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 8 | Back Filling behind R/wall Abutment Wing wall Retaining wall with available stone from earthwork completed as per drawing and techinical specification clause 1204.3.8 labour rate (50% Earth & 50% Stone) |
| 9 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 10 | B) Centering and shuttering including strutting, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 11 | Carriage of Sand for an average distance of 30 km by MT |
| 12 | Carriage of Aggregate 40 mm normal size for an average distance of 30 km by MT |
| 13 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 14 | Carriage of Stone for an average distance of 10 km by MT |
| 15 | Permanent Restoration of road from L024 Chitral to Kalaban Lower Pkg No.:- JK11-125 Length :- 5.00 km |
| 16 | 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: All kinds of soil : |
| 17 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 18 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 19 | Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 20 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 21 | Carriage of Sand for an average distance of 20 km by MT |
| 22 | Carriage of Aggregate 20 mm normal size for an average distance of 20 km by MT |
| 23 | Permanent Restoration of road from L022 Km 10th of T02 to Gursahi Middle Pkg No.:- JK11-134 Length :-6.00 km |
| 24 | 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: All kinds of soil : |
| 25 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 26 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 27 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 28 | Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 29 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to 15:200 and 15:4826 in 100 mm x 100 mm 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 all carriages by Mechanical Transport, leads and lifts etc complete |
| 30 | Back Filling behind R/wall Abutment Wing wall Retaining wall with available stone from earthwork completed as per drawing and techinical specification clause 1204.3.8 labour rate (50% Earth & 50% Stone) |
| 31 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 32 | B) Centering and shuttering including strutting, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 33 | Carriage of Sand for an average distance of 30 km by MT |
| 34 | Carriage of Aggregate 40 mm normal size for an average distance of 30 km by MT |
| 35 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 36 | Carriage of Stone for an average distance of 10 km by MT |
| 37 | Permanent Restoration of road from L035- Km 3rd of T02 to Bhera Pkg No.:- JK11-158 Length :- 4.00 km |
| 38 | 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: All kinds of soil : |
| 39 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 40 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 41 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. |
| 42 | Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 43 | Back Filling behind R/wall Abutment Wing wall Retaining wall with available stone from earthwork completed as per drawing and techinical specification clause 1204.3.8 labour rate (With 50% Stone & 50% earth) |
| 44 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 45 | B) Centering and shuttering including strutting, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 46 | Carriage of Sand for an average distance of 25 km by MT |
| 47 | Carriage of Aggregate 20 mm normal size for an average distance of 25 km by MT |
| 48 | Carriage of Stone for an average distance of 04 km by MT |
| 49 | Permanent Restoration of road from L066 Km 3rd of Jaba Behra road to Dehri Chura Pkg No.:- JK11-182 Length :- 9.00 km |
| 50 | 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: All kinds of soil : |
| 51 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 52 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 53 | Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 54 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 55 | Carriage of Sand for an average distance of 20 km by MT |
| 56 | Carriage of Aggregate 20 mm normal size for an average distance of 20 km by MT |
| 57 | Permanent Restoration of road from L023 KM 5TH OF T01 TO CHITRAL Pkg No.:- JK11-184A Length :- 3.50 km |
| 58 | 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: All kinds of soil : |
| 59 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 60 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 61 | Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 62 | Back Filling behind R/wall Abutment Wing wall Retaining wall with available stone from earthwork completed as per drawing and techinical specification clause 1204.3.8 labour rate (50% Earth & 50% Stone) |
| 63 | Carriage of Sand for an average distance of 30 km by MT |
| 64 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 65 | Carriage of Stone for an average distance of 5 km by MT |
| 66 | Permanent Restoration of road from L037 Dharana to Chajjla Pkg No.:- JK11-122 Length :-8.00 km |
| 67 | 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: All kinds of soil : |
| 68 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 69 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 70 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 71 | Providing and laying damp-proof Course/ coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 72 | Back Filling behind R/wall Abutment Wing wall Retaining wall with available stone from earthwork completed as per drawing and techinical specification clause 1204.3.8 labour rate (50% Earth & 50% Stone) |
| 73 | B) Centering and shuttering including strutting, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 74 | Carriage of Sand for an average distance of 30 km by MT |
| 75 | Carriage of Aggregate 40 mm normal size for an average distance of 30 km by MT |
| 76 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 77 | Carriage of Stone for an average distance of 10 km by MT Please Enable Macros to View BoQ information |
