Construction of new Boundary wall around Plant estimate

Sr.no	Description	Qty	Rate	Unit	Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and  ramming of bottoms, lift up to 1.5 m,  including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.	17.64	181.85	M3	3207.83
2	Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete  up to 10 ton	1.47	398.00	M3	585.06
3	Providing and laying in position cement  concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8  (1 cement: 4 fine sands 8 graded stone aggregate 40 mm nominal size)	1.47	5789.60	M3	8510.71
4	Providing and laying in position specified  grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3  (1 cement: 1.5 coarse sand: 3 graded  stone aggregate 20 mm nominal size)	4.13	7718.25	M3	31840.68
5	Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering shuttering,  finishing and reinforcement: 1:1.5:3  (1 cement :1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size	4.04	9306.00	CUM	37619.51
6	Reinforced cement concrete work in beams, suspended floor, roofs, having slope up to 15 landing, balconies,  shelves, chajjas, lintels, bands, plain windowsills, staircase and spiral staircases above plinth level up to  floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone III): 3 graded stone aggregate  20 mm nominal size	3.02	9763.80	CUM	29457.63
7	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.	1200.00	83.50	kg	100200.00
8	Brick work using common burnt clay building brick having crushing strength not less than 35 kg/sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement :6 fine sand)	0.00	2548.71	CUM	0.00
9	Brick work using common burnt clay building brick having crushing strength not less than 35 kg/sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement :6 fine sand) (B) Conventional extra Brick work in super structure above plinth level up to two level (B)Conventional 6.13+6.19 (2936.64+160.96)=3097.6	17.58	2709.67	CUM	47647.04
10	15mm cement plaster on the rough  side of single or half brick wall of mix 1:6 ( 1 cement: 6 fine sand).	186.90	292.85	M2	54733.67
11	Finishing wall with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10sq.m)	186.90	91.25	M2	17054.63
12	Providing and fixing concertina coil fencing with punched tap concertina coil 600 mm Dia 10 meter openable length (total length 90 m ) having 50 no's rounds per 6 meter length, up to 3 m height of wall with existing angle iron 'Y' shape placed 2.4 m or 3.0 m apart and with 9 horizontals R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I clips to retain horizontal including necessary bolts or G.I barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T)/spring core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/meter (cost of M.S angle, C.C. blocks shall be paid separately)	30.00	290.80	RMT	8724.00
13	structural steel work riveted bolted or welded in built up sections, trusses, fixing and position and applying a priming coat of approved  steel primer all complete	72.00	101.75	KG	7326.00
14	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work	3.20	121.55	M2	388.96
15	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
	Foundations, footings, bases of columns, etc. for mass concrete	24.19	284.85	M2	6890.52
	Column, Piller, Piers, Abutment, post and struts	44.10	773.70	M2	34120.17
	Lintel, beams, plinth beams, girders, bressummers and cantilevers.	27.83	552.05	M2	15360.79
			TOTAL		403667.19
	Estimated cost of 30 m.				403667.19

Measurment sheet

	considerering 30.00 M length
	No of column @ 3.00 m C/C =30 /3.00+1 =11 nos of column
Item no	Items	No	Length	Breadth	Depth	Quantity	unit
1	Earthwork in foundation excavation up to 1.5m depth.
	for Column footing	9	1.20	1.20	1.20	15.55
	for extra column pad	1	1.45	1.20	1.20	2.09
						17.64	M3
2	Filling in plinth with sand under floor
	in footing	9	1.20	1.20	0.10	1.30
	for extra column pad	1	1.45	1.20	0.10	0.17
						1.47	M3
3	Providing and laying in position cement concrete of specified: 1:4:8 (1 cement: 4 fine sands 8 graded stone aggregate 40 mm nominal size)
	for footing	9	1.20	1.20	0.10	1.30
	for extra column pad	1	1.45	1.20	0.10	0.17
						1.47	M3
4	Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (below plinth)
	footing	9	1.00	1.00	0.25	2.25
	column	9	0.35	0.35	0.95	1.05
	Length = 1.2-0.25 = 0.95 m
	for extra column pad footing	1	1.45	1.00	0.25	0.36
	for extra column pad	2	0.70	0.35	0.95	0.47
						4.13	M3
5	reinforced cement concrete 1:1.5:3 in column (above plinth)
	above plinth level column	9	0.35	0.35	3.00	3.31
	for double footing	1	0.70	0.35	3.00	0.74
						4.04	M3
6	reinforced cement concrete 1:1.5:3 in beam
	for plinth beam	10	2.65	0.23	0.38	2.29
	11 column 10 span
	for coping	10	2.65	0.23	0.12	0.73
						3.02	M3
7	Steel reinforcement for R.C.C. work, up to plinth +column beams @ 100kg/cum
	5.48+4.04+3.02=12.54 cum	1	12	100		1200.00	kg
8	Brick work in foundation & plinth in cement mortar 1:6
						0.00
					Total	0.00	cum
9	Brick work in super structure  in cement mortar 1:6
		10	2.65	0.23	2.89	17.58
					Total	17.58	cum
10	15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand).
	for wall	1x2	30.00		3.00	180.00
	wall top	1x1	30.00	0.23		6.90
					Total	186.90	M2
11	Finishing wall with water  proofing cement paint of required shade :13.44.1 New  work (Two or more coats applied @ 3.84 kg/10sq.m)
			same as item no-10			186.90	M2
12	Providing and fixing concertina coil fencing with punched tap concertina coil 600 mm Dia 10 meter openable length (total length 90 m ) having 50 no's rounds per 6-meter length, up to 3 m height of wall with existing angle iron 'Y' shape placed 2.4 m or 3.0 m apart and with 9 horizontals R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I clips to retain horizontal including necessary bolts or G.I barbed wire tied to angle iron all complete as per direction of Engineer-in-charge  with reinforced barbed tape (R.B.T)/spring core (2.5 mm  thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight  43.478 gm/metre (cost of M.S angle, C.C. blocks shall be paid separately)
	1	1	30			30.00	Rmt
13	structural steel work riveted bolted or welded in built up sections, trusses, fixing and position and applying a priming coat of approved steel primer all complete
		10	1.6			16.00	Rmt
				wt @ 4.50 kg/m		4.50
						72.00	kg
14	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work
		10	1.6	0.20		3.20	M2
15	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
A	Foundations, footings, bases of columns, etc. for mass concrete
	Foundation	9x4	1.00		0.25	9.00
	Column	9x4	0.35		0.95	11.97
	for extra column pad	1x2	1.45		0.25	0.73
		1x2	1.00		0.25	0.50
	column	1x2	0.70		0.95	1.33
		1x2	0.35		0.95	0.67
						24.19	M2
B	Column, Piller, Piers, Abutment, post and struts
	column	9x4	0.35		3.00	37.80
	for extra column pad	1x2	0.70		3	4.20
		1x2	0.35		3.00	2.10
						44.10	M2
C	Lintel, beams, plinth beams, girders, bressummers and cantilevers.
	Beam	10x2	2.65		0.38	19.88
	coping	10x2	2.65		0.15	7.95
						27.83	M2