Infrastructure Damage Report : हिनोला काने खलपाटी मोटर मार्ग

RWall 6 m x 3 m

**Detail of Measurement ** S.No. Particular (item of work) No Length Width H/D Quantity Unit

1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 7 HM 8-10 R/wall 1 X 1/3 6.00 1.60 3.00 9.60

							Total	9.60	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 7 HM 8-10 R/wall 1 X 1 6.00 (0.6+1.6)/2 3.00 19.80 Total 19.80 cum

3 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 7 HM 8-10 R/wall 1 X 1 6.00 (0+0.6)/2 2.80 5.04 Total 5.04 cum

RWALL NEEDED

42 m x 7 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 1/3 42.00 2.43 5.50 187.11 KM 6 HM 6-8 Toe Wall 1 X 1/2 42.00 1.50 1.50 47.25 Total 234.36 cum 2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 13 2.58 (0.8+2.23)/2 4.30 218.50 Total 218.50 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 1 42.00 (0.6+2.43)/2 5.50 349.97 (- RR DRY) -218.50 Net 131.47

							Total	131.47	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 6 HM 6-8 R/wall 1 X 1 42.00 (0+0.6)/2 5.00 63.00 Total 63.00 cum 5 Mis 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction KM 6 HM 6-8 Toe Wall 1 X 1 42.00 1.50 1.50 94.50 Total 94.50 cum

RWALL

14 m x 5 m

Detail of Measurement

S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 1/3 14.00 2.27 5.00 52.97

							Total	52.97	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 3 3.87 (0.8+2.07)/2 3.80 63.31 Total 63.31 cum

3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 1 14.00 (0.6+2.27)/2 5.00 100.45 (- RR DRY) -63.31 Net 37.14

							Total	37.14	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 6 HM 6-8 R/wall 1 X 1 14.00 (0+0.6)/2 4.50 18.90 Total 18.90 cum

RWALL

12 m x 4.5 m

**Detail of Measurement **

S.No. Particular (item of work) No Length Width H/D Quantity Unit

1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 1/3 12.00 2.10 4.50 37.80

							Total	37.80	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 3 3.20 (0.8+1.9)/2 3.30 42.77 Total 42.77 cum

3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 6 HM 6-8 R/wall 1 X 1 12.00 (0.6+2.1)/2 4.50 72.90 (- RR DRY) -42.77 Net 30.13

							Total	30.13	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 6 HM 6-8 R/wall 1 X 1 12.00 (0+0.6)/2 4.00 14.40 Total 14.40 cum

RWALL

10 m x 6 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM HM R/wall 1 X 1/3 10.00 2.10 4.50 31.50 KM HM Toe Wall 1 X 1/2 10.00 1.50 1.50 11.25 Total 42.75 cum 2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 3 2.53 (0.8+1.9)/2 3.30 33.81 Total 33.81 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 1 10.00 (0.6+2.1)/2 4.50 60.75 (- RR DRY) -33.81 Net 26.94

							Total	26.94	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM HM R/wall 1 X 1 10.00 (0+0.6)/2 4.00 12.00 Total 12.00 cum 5 Mis 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction KM HM Toe Wall 1 X 1 10.00 1.50 1.50 22.50 Total 22.50 cum

RWALL

49 m x 8 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM HM R/wall 1 X 1/3 49.00 2.27 5.00 185.38 KM HM Toe Wall 2 X 1/2 49.00 1.50 1.50 110.25 Total 295.63 cum 2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 15 2.63 (0.8+2.07)/2 3.80 215.12 Total 215.12 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 1 49.00 (0.6+2.27)/2 5.00 351.58 (- RR DRY) -215.12 Net 136.46

							Total	136.46	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM HM R/wall 1 X 1 49.00 (0+0.6)/2 4.50 66.15 Total 66.15 cum 5 Mis 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction KM HM Toe Wall 2 X 1 49.00 1.50 1.50 220.50 Total 220.50 cum

RWALL

9 m x 5 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM HM R/wall 1 X 1/3 9.00 1.77 3.50 18.59 KM HM Toe Wall 1 X 1/2 9.00 1.50 1.50 10.13 Total 28.72 cum 2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 3 2.20 (0.8+1.57)/2 2.30 17.99 Total 17.99 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 1 9.00 (0.6+1.77)/2 3.50 37.33 (- RR DRY) -17.99 Net 19.34

							Total	19.34	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM HM R/wall 1 X 1 9.00 (0+0.6)/2 3.00 8.10 Total 8.10 cum 5 Mis 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction KM HM Toe Wall 1 X 1 9.00 1.50 1.50 20.25 Total 20.25 cum

RWALL

6.50 m x 2.5 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit

1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 5 HM 6-8 R/wall 1 X 1/3 6.50 1.43 2.50 7.75

							Total	7.75	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 5 HM 6-8 R/wall 1 X 1 6.50 (0.6+1.43)/2 2.50 16.49 Total 16.49 cum

3 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 5 HM 6-8 R/wall 1 X 1 6.50 (0+0.6)/2 2.30 4.49 Total 4.49 cum

RWALL

18.00 m x 7.00 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 5 HM 4-6 R/wall 1 X 1/3 18.00 2.43 5.50 80.19 KM 5 HM 4-6 Toe Wall 1 X 1/2 18.00 1.50 1.50 20.25 Total 100.44 cum 2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 5 HM 4-6 R/wall 1 X 5 2.88 (0.8+2.23)/2 4.30 93.81 Total 93.81 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 5 HM 4-6 R/wall 1 X 1 18.00 (0.6+2.43)/2 5.50 149.99 (- RR DRY) -93.81 Net 56.18

							Total	56.18	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 5 HM 4-6 R/wall 1 X 1 18.00 (0+0.6)/2 5.00 27.00 Total 27.00 cum 5 Mis 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction KM 5 HM 4-6 Toe Wall 1 X 1 18.00 1.50 1.50 40.50 Total 40.50 cum

RWALL 27 m x 5 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM HM R/wall 1 X 1/3 27.00 2.27 5.00 102.15

							Total	102.15	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 8 2.70 (0.8+2.07)/2 3.80 117.78 Total 117.78 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 1 27.00 (0.6+2.27)/2 5.00 193.73 (- RR DRY) -117.78 Net 75.95

							Total	75.95	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM HM R/wall 1 X 1 27.00 (0+0.6)/2 4.50 36.45 Total 36.45 cum

RWALL 8 m x 2.50 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 4 HM 6-8 R/wall 1 X 1/3 8.00 1.43 2.50 9.53

							Total	9.53	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 4 HM 6-8 R/wall 1 X 1 8.00 (0.6+1.43)/2 2.50 20.30 Total 20.30 cum 3 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 4 HM 6-8 R/wall 1 X 1 8.00 (0+0.6)/2 2.30 5.52 Total 5.52 cum

RWALL 33 m x 8 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM HM R/wall 1 X 1/3 33.00 2.27 5.00 124.85 KM HM Toe Wall 2 X 1/2 33.00 1.50 1.50 74.25 Total 199.10 cum 2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 9 3.00 (0.8+2.07)/2 3.80 147.23 Total 147.23 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 1 33.00 (0.6+2.27)/2 5.00 236.78 (- RR DRY) -147.23 Net 89.55

							Total	89.55	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM HM R/wall 1 X 1 33.00 (0+0.6)/2 4.50 44.55 Total 44.55 cum 5 Mis 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction KM HM Toe Wall 2 X 1 33.00 1.50 1.50 148.50 Total 148.50 cum

RWALL 12 m x 6.80 m

R WALL

21 m x 7.2 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit 1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM HM R/wall 1 X 1/3 21.00 2.50 5.70 99.75 KM HM Toe Wall 1 X 1/2 21.00 1.50 1.50 23.63 Total 123.38 cum 2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 9 1.67 (0.8+2.3)/2 4.50 104.83 Total 104.83 cum 3 Mis 1-4 Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM HM R/wall 1 X 1 21.00 (0.6+2.5)/2 5.70 185.54 (- RR DRY) -104.83 Net 80.71

							Total	80.71	

4 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM HM R/wall 1 X 1 21.00 (0+0.6)/2 5.20 32.76 Total 32.76 cum 5 Mis 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction KM HM Toe Wall 1 X 1 21.00 1.50 1.50 47.25 Total 47.25 cum

R WALL

9 m x 3 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit

1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 3 HM 2-4 R/wall 1 X 1/3 9.00 1.60 3.00 14.40

							Total	14.40	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 3 HM 2-4 R/wall 1 X 1 9.00 (0.6+1.6)/2 3.00 29.70 Total 29.70 cum

3 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 3 HM 2-4 R/wall 1 X 1 9.00 (0+0.6)/2 2.80 7.56 Total 7.56 cum

R WALL

4 m x 3 m

Detail of Measurement S.No. Particular (item of work) No Length Width H/D Quantity Unit

1 Mis 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction KM 4 HM 4-6 R/wall 1 X 1/3 4.00 1.60 3.00 6.40

							Total	6.40	cum

2 Mis 1-3 Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction KM 4 HM 4-6 R/wall 1 X 1 4.00 (0.6+1.6)/2 3.00 13.20 Total 13.20 cum

3 Mis 1-5 Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) KM 4 HM 4-6 R/wall 1 X 1 4.00 (0+0.6)/2 2.80 3.36 Total 3.36 cum