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| 1 | Permanent Restoration of road from L032 Basooni to Dhargloon Pkg No.:- JK11-01 Length :- 5.700 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: With bond stone. |
| 7 | 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 |
| 8 | 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 |
| 9 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 10 | 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) |
| 11 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 12 | 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. |
| 13 | Carriage of Sand for an average distance of 30 km by MT |
| 14 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 15 | Carriage of Stone for an average distance of 10 km by MT |
| 16 | Permanent Restoration of road from L027 Dhargloon to Sandote Pkg No.:- JK11-124 Length :- 5.00 km |
| 17 | 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 : |
| 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 19 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 20 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. |
| 21 | 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 |
| 22 | 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) |
| 23 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 24 | 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. |
| 25 | Carrige of Sand for an average distance of 30 km by MT |
| 26 | Carrige of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 27 | Permanent Restoration of road from L029 Balakote to Behrote Pkg No.:- JK11-127 Length :- 5.00 km |
| 28 | 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 : |
| 29 | 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) |
| 30 | 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) |
| 31 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 32 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 33 | 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 |
| 34 | 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) |
| 35 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 36 | 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. |
| 37 | Carriage of Sand for an average distance of 30 km by MT |
| 38 | Carriage of Aggregate 40 mm normal size for an average distance of 30 km by MT |
| 39 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 40 | Carriage of Stone for an average distance of 10 km by MT |
| 41 | Permanent Restoration of road from L028 BASOONI TO BHARUTI Pkg No.:- JK11-160 Length :- 11.00 km |
| 42 | 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 : |
| 43 | 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) |
| 44 | 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) |
| 45 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 46 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 47 | 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 |
| 48 | 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 |
| 49 | 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) |
| 50 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 51 | 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. |
| 52 | Carriage of Sand for an average distance of 30 km by MT |
| 53 | Carriage of Aggregate 40 mm normal size for an average distance of 30 km by MT |
| 54 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 55 | Carriage of Stone for an average distance of 10 km by MT |
| 56 | Permanent Restoration of road from L025 Gali to Sangiote Pkg No.:- JK11-148 Length :6.00 km |
| 57 | 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 : |
| 58 | 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) |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 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 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 62 | 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 |
| 63 | 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) |
| 64 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 65 | 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. |
| 66 | Carriage of Sand for an average distance of 30 km by MT |
| 67 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 68 | Carriage of Stone for an average distance of 10 km by MT |
| 69 | Permanent Restoration of road from L025 KM 7TH OF T01 TO NAR UPPER Pkg No.:- JK11-126 Length :-7.00 km |
| 70 | 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 : |
| 71 | 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) |
| 72 | 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) |
| 73 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 74 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 75 | 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 |
| 76 | 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 |
| 77 | 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) |
| 78 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 79 | 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. |
| 80 | Carriage of Sand for an average distance of 30 km by MT |
| 81 | Carriage of Aggregate 40 mm normal size for an average distance of 30 km by MT |
| 82 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 83 | Carriage of Stone for an average distance of 10 km by MT |
| 84 | Permanent Restoration of road from L036 Dharana to Gohlad Upper Pkg No.:- JK11-123 Length :- 5.00 km |
| 85 | 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 : |
| 86 | 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) |
| 87 | 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) |
| 88 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 89 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 90 | 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 |
| 91 | 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) |
| 92 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 93 | 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. |
| 94 | Carriage of Sand for an average distance of 35 km by MT |
| 95 | Carriage of Aggregate 40 mm normal size for an average distance of 35 km by MT |
| 96 | Carriage of Aggregate 20 mm normal size for an average distance of 35 km by MT |
| 97 | Carriage of Stone for an average distance of 10 km by MT |
| 98 | Permanent Restoration of road from Km 14th of T01 to Kallar Mohra Pkg No.:- JK11-64 Length :-5.00 km |
| 99 | 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 : |
| 100 | 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 |
| 101 | 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) |
| 102 | Permanent Restoration of road from L025 Km 5th Dharana Gohlad to Rehllan Saydan Pkg No.:- JK11-184B Length :- 8.00 km |
| 103 | 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 : |
| 104 | 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) |
| 105 | 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) |
| 106 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 107 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 108 | 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 |
| 109 | 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) |
| 110 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 111 | 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. |
| 112 | Carriage of Sand for an average distance of 35 km by MT |
| 113 | Carriage of Aggregate 40 mm normal size for an average distance of 35 km by MT |
| 114 | Carriage of Aggregate 20 mm normal size for an average distance of 35 km by MT |
| 115 | Carriage of Stone for an average distance of 10 km by MT |
| 116 | Permanent Restoration of road fromBlock Boundary to Naka Manjhari lower Pkg No.:- JK11-113 Length :-5.50 km |
| 117 | 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 : |
| 118 | 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) |
| 119 | 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) |
| 120 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 121 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 122 | 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 |
| 123 | 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) |
| 124 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 125 | 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. |
| 126 | Carriage of Sand for an average distance of 30 km by MT |
| 127 | Carriage of Aggregate 40 mm normal size for an average distance of 30 km by MT |
| 128 | Carriage of Aggregate 20 mm normal size for an average distance of 30 km by MT |
| 129 | Carriage of Stone for an average distance of 10 km by MT |
| 130 | Permanent Restoration of road from Km 16th of T02 to Parat Pkg No.:- JK11-115 Length :-5.00 km |
| 131 | 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 : |
| 132 | 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) |
| 133 | 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) |
| 134 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 135 | Dry random rubble masonry with hard stone in foundation and plinth:(1) With bond stone. |
| 136 | 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 |
| 137 | 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) |
| 138 | A) Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 139 | 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. |
| 140 | Carriage of Sand for an average distance of 30 km by MT |
| 141 | Carriage ofAggregate 40 mm normal size for an average distance of 30 km by MT |
| 142 | Carriage ofAggregate 20 mm normal size for an average distance of 30 km by MT |
| 143 | Carriage ofStone for an average distance of 10 km by MT Please Enable Macros to View BoQ information |
