bar bending scheule.xlsx

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O
1	Government of Nepal
2	Ministry of Physical Infrasturcture Development
3	Department of Road
4	Road Division Butwal
5	Rupandehi
6	Project: Construction of road along Tinau Danav Corridor (Danav Section)
7	Name of Contractor: Lama / Baniya J.V, Makwanpur
8	Contract Identification No.: DROBTL/33701169/076-77/120
9	Item no: 5.10 (Re-Bar Fe 500)
10								Bar Bending Schedule of Slab Culvert - 2 m Span
11	Item Code	Description							Length (m)	Nos	Total Length (m)	Dia (mm)	Unit Wt (kg/m)	Total wt (kg)	Remarks
12	Item Code	Description							Length (m)	Nos	Total Length (m)	Dia (mm)	Unit Wt (kg/m)	Total wt (kg)	Remarks
13	s1
14	s1				7.95				7.95	18	143.1	10	0.61	87.29	Seat Bar
15	s2 @ 200 c/c					0.12
16
17					0.31		0.32		1.35	80	108	10	0.61	65.88	Beam
18						0.05
19					0.55
20	s3 @ 250 c/c
21
22						0.6			0.6	132	79.2	16	1.58	125.13	Dowel Bar
23
24
25	a1 @ 120 c/c
26			0.1				0.1		3	45	135	12	0.88	118.8	Distribution Bar
27					2.8
28	a1 @ 120 c/c (every third bar cranked)		0.7			0.7
29		0.1		0.28		0.28		0.1	3.16	22	69.52	12	0.88	61.17	Distribution Bar (cranked)
30					1
31	a2 @ 150 c/c
32			0.1				0.1		8.15	20	163	10	0.61	99.43	Transverse Bar
33					7.95
34	a3 @ 300 c/c
35			0.1		2.8		0.1		3	28	84	10	0.61	51.24	Top Distribution
36
37	a4 @ 300 c/c
38			0.1		7.95		0.1		8.15	10	81.5	10	0.61	49.71	Top Transverse
39
40	a5 - 1 each longer side				7.95
41			0.1				0.1		8.15	2	16.3	12	0.88	14.34	Extra Bar
42
43													Total wt:	672.99	Kg
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