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8/6/2019 5th Running Civil Works ,Baluwatar
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Nepal Government
Ministry of Physical Planning & works
Department of Urban Development & Building Construction
Building Construction Maintenance DivisionAnamnagar
ABSTRACT OF COSTProject:- Contruction of Meeting Hall
Site:- PM Quatar, Baluwatar, KTM.
S.N Description of Work Quantity Unit Rate Rs. Per Amount (NR
1 1
- sqm 20.00 sqm -
2 2
- cum 1,000.00 cum -
3 3- job 20,000.00 job -
4 4 Earthwork in excavation in ordinary soils - cum 150.00 cum -
5 5
#REF! cum 100.00 cum #REF!
6 6
- sqm 800.00 sqm -
7 7
- cum 6,000.00 cum -
8 8 Local flat brick soling work with sand filling. - sqm 500.00 sqm -
9 9
#REF! Cum 10,000.00 Cum #REF!
10 10
#REF! sqm 500.00 sqm #REF!
11 11
- sqm 500.00 sqm -
12 12
- sqm 500.00 sqm -
13 13
- MT 100,000.00 MT -
14 14
- sqm 1,500.00 sqm -
Itemno.
Site preparation work with cleaning and disposal ofdebrises, uprooting roots, solid wastes etc. all complete
Dismantling of RCC work including disposal of thedebris out of site as per instruction
Cutting and stacking all existing rusted iron rods exceptLAP all complete works as per instruction
Earth filling in 150 mm thick layer,watering,rammingincluding supply of filling material from outsides allcomplete
0.5 mm CGI sheet roofing with proper shape & size, allnecessary nails, screws, bolts , nuts washers, J of Lhooks etc as per drawing & instruction all complete.
Plain cement Concrete (PCC) in 1:3:6 ratio forfoundations, flooring and walls with approved quantityof cement and sand and crushed stone aggregateinccluding mixing, laying, curing etc all complete inapproval of site engineer.
Plain cement Concrete (PCC) for RCC works(1:1.5:3)for slab/lintels with approved quantity of cement andsand and crushed stone aggregate including mixing,laying, curing etc all complete in approval of site
Formwork, shuttering, centering with 19mm thickwaterproof ply for slab with steel pipe proopping,scaffolding, staging, supporting inclusive of wedgingand cutting holes for utilization till support if fullyunyielding nett.
Formwork, shuttering, centering with 19mm thickwaterproof ply for column, necessary propping,scaffolding, staging, supporting inclusive of wedgingand cutting holes for utilization till the support if fullyunyielding nett.
Formwork, shuttering, centering with 19mm thickwaterproof ply for beam with steel pipe proopping,scaffolding, staging, supporting inclusive of wedgingand cutting holes for utilization till support if fullyunyielding nett.
For steel reinforcement bar of fe 415/500 gradeincluding straightening, cleasing, cutting, binding&fixing in position with annealed tying binding wire asper drawing, design & instruction all complete.
0.5mm colour GI plain sheet for ridge cover on roofingincluding fixing in proper shape & size with allnecessary rails, screws, bolts & nuts washers, J & Lhooks etc as per drawing & instruction all complete.
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15 15
- cum 8,000.00 cum -
16 16
- cum 8,000.00 cum -
17 17
#REF! cum 120.00 cum #REF!
18 18
- cum 1,400.00 cum -
19 20
#REF! sqm 5,500.00 sqm #REF!
20 21
- kg 120.00 kg -21 22
- kg 100.00 kg -
22 23
#REF! sqm 2,500.00 sqm #REF!
23 25
#REF! sqm 200.00 sqm #REF!
24 27
- sqm 250.00 sqm -
25 36
#REF! cum 12,000.00 cum #REF!
26 45
#REF! cum 8,000.00 cum #REF!
27 47
#REF! sqm 2,500.00 sqm #REF!28 48
#REF! sqm 1,000.00 sqm #REF!
29 49 Clay tile ridge roofing work with all complete #REF! r m 300.00 r m #REF!
30 51- kg 120.00 kg -
31 52 Rubble masonary filling work in foundation. - cum 5,000.00 cum -
32 53- sqm 100.00 sqm -
33 56
#REF! sqm 5,000.00 sqm #REF!
Good quality local chimney made Brickwork in 1:6 C/Smortar up to ground floor in perfect line level finisheincluding wetting the bricks, racking the joints andcuring the work for at least 7 days all complete.
Plain cement Comcrete (PCC) in 1:2:4 ratio forfoundation,flooring and walls with approved quallity ofcement and sand and crushed stone aggregateincluding mixing, laying, curing etc all completeinapproval of site engineer.
Earth filling in 150 mm thick layer, watering, rammingincluding supply of filling materials within compound allcomplete
Sand filling including supply of filling materials,watering, ramming etc all complete.
Aluminium casement door of section with naturallyanodized color section(101x45x1.1) with 5mm thickapproved tinted colored glass all complete.
M.S. blackpipe roof truss with I.S or B.S.sectionincluding jointting, fixing,erection and primer paintingwith all necessary M.S bed plates, shoe angles, anchorbolts leas sheeting as per drawing and instruction all
complete.M.S. blackpipe purlin with I.S or B.S.section including jointting, fixing,erection and primer painting with allnecessary M.S bed plates, shoe angles, anchor boltsleas sheeting as per drawing and instruction allcomplete.
Supplying and laying of good quallity Marble in cementSand Mortar (1:2) ratio with approved colour on floors,skirting and walls all complete.
12.5mm thick cement sand plaster in (1:4) ratio on wallof good finish including racking the joint, wetting ofsurfaces & curing the work all complete.
12.5mm thick cement sand plaster in (1:4) ratio onceiling of good finish including racking the joint, wettingof surfaces & curing the work all complete.
Machine made Brickwork in 1:4 C/S mortar insuperstructure in perfect line level finishincludingwettingthe bricks, racking the joints and curingthe workfor at least 7 days all complete.
Good Quality local chimney made Brickwirk in 1:4 C/Smortar up to ground floor in perfect line level finisheincluding wetting the bricks, racking the joints andcuring the work for at least 7 days all complete.
Fitting & fixing of water resistance gypsum boarddesign false ceiling with all necessary hanger, angles,
hooks nut bolt all complete.Machine made clay tiles on roofing including fixing inproper shape and size as per drawing and instructionall complete.
Fabrication and Fixing of I.S or B.S Standard ironsection with one coat primer painting all complete
Supplying and laying of one laying of 500 gaugepolythene sheet on prepared surface.
Aluminium casement windows of section with naturallyanodized color section(54x38x1.1) with 5mm thickapproved tinted colored glass all complete.
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34 57
- cum 12,000.00 cum -
(37,256.16
(65,749.56
Sub total #REF!
VAT (13%) #REF!
Grand Total #R
Machine made Brickwork in 1:4 c/s mortar up to groundfloor in perfect line level finish including wetting thebricks ,racking the joints and curing the work for at least7 days all complete.
additional amount deduction fromsecond bill
deduct 5% of 2nd running bill trussamountdeduct 5% of 2nd. running bill Purlin
amount
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lbg'xf]nf /Description, Unit /
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lbOPsf 8f6fbill /comparative chartdf cfk}m j:g] 5g\ .
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Nepal Government
Ministry of Physical Planning & works
Department of Urban Development & Building Construction
Building Construction Maintenance Division
Anamnagar
Measurement Book
Project: Construction of Incomplete MEETING HALL,TOILET & CANTEEN Building
Site: Rt.HPMQuarter,Baluwatar.Ktm.
Contract No:-7/066/067
Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
A: CIVIL WORKS
1 1 sqm
Upto to Previous Bill 2670.026
2 2 cum
Upto to Previous Bill 12.283
3 3 job
Upto to Previous Bill 1.000
4 4 Earthwork in excavation in ordinary soils cum
Upto to Previous Bill 73.415
i. Canteen Block
F1 9.0 1.500 1.500 1.200 24.300
F2 1.0 1.850 1.850 1.200 4.107
Tie Beam 2.0 8.950 0.400 0.900 6.4442.0 5.950 0.400 0.900 4.284
2.0 4.100 0.400 0.900 2.952
Sub-Total 115.502
5 5 cum
Upto to Previous Bill 101.663
i. Canteen Block
F1 9.0 1.500 1.500 0.900 18.225 (1.2-0.3=0.9m)
F2 1.0 1.850 1.850 0.900 3.080
In Room 1.0 11.48 5.48 0.43 26.737
1.0 3.12 4.46 0.43 5.898
Deduction for Tie Beam & Wall 2.0 11.48 0.23 1.30 -6.865
4.0 5.02 0.23 1.30 -6.004
2.0 2.77 0.23 1.30 -1.656
1.0 4.55 0.23 1.30 -1.360
Sub-Total 139.717
6 6 sqm
Upto to Previous Bill 1101.948
7 7 cum
WorkNo.
ItemNo.
Site preparation work with cleaning and disposalof debrises, uprooting roots, solid wastes etc. allcomplete
Dismantling of RCC work including disposal of
the debris out of site as per instruction
Cutting and stacking all existing rusted iron rodsexcept LAP all complete works as perinstruction
300 mm forclearance
L=11.25-
2*1.15=8.95
Earth filling in 150 mm thicklayer,watering,ramming including supply offilling material from outsides all complete
(H=1.6-0.9-0.075
0.05-0.15=0.425m
0.5 mm CGI sheet roofing with proper shape &size, all necessary nails, screws, bolts , nutswashers, J of L hooks etc as per drawing &instruction all complete.
Plain cement Concrete (PCC) in 1:3:6 ratio forfoundations, flooring and walls with approvedquantity of cement and sand and crushed stone
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Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
WorkNo.
ItemNo.
Upto to Previous Bill 4.107
i. Canteen Block
F1 9.0 1.150 1.150 0.075 0.893
F2 1.0 1.500 1.500 0.075 0.169
Tie Beam
Along Grid 1-1 & 2-2 2.00 10.350 0.230 0.075 0.357 =11.55-4*.3=10.35
Along Grid 3-3 1.00 3.950 0.230 0.075 0.068 l=4.25-0.3=3.95
Along Grid a-a & b-b 2.00 7.650 0.230 0.075 0.264 l=8.25-2*0.3=7.6
Along Grid c-c & d-d 2.00 4.950 0.230 0.075 0.171
Sub-Total 6.028
8 8 Local flat brick soling work with sand filling. sqm
Upto to Previous Bill 142.157
Canteen Block
i. F1 9.0 1.200 1.200 12.960
F2 1.0 1.550 1.550 2.403
ii. Tie Beam
Along Grid 1-1 & 2-2 2.00 10.350 0.230 4.761
Along Grid 3-3 1.00 3.950 0.230 0.909
Along Grid a-a & b-b 2.00 7.650 0.230 3.519
Along Grid c-c & d-d 2.00 4.950 0.230 2.277
iii. On Floor 1.00 4.020 5.020 20.180
2.0 3.270 5.020 32.831
1.0 4.020 2.770 11.135
iii. East Poarch 1.00 4.840 5.070 24.539
iv. East Apron 1.00 28.120 1.330 37.400
v. West Apron 1.00 8.212 1.240 10.183
1.00 5.234 1.300 6.804
Sub-Total 312.057
9 9 Cum
Upto to Previous Bill 101.947
Canteen Block
i. F1 Rectangular Portion 9.0 1.150 1.150 0.180 2.142
F1 Rectangular Portion 9.0 1.150 0.500 0.120 0.621
F1 Triangular Portion 18.0 Area= 0.020 1.150 0.414 b=0.325,h=0.12
F2 Rectangular Portion 1.0 1.500 1.500 0.180 0.405
F2 Rectangular Portion 1.0 1.500 1.500 0.120 0.270
F2 Triangular Portion 2.0 Area= 0.030 1.500 0.090 b=0.5,h=0.12
ii. Foundation Beam
Along Grid 1-1 & 2-2 2.00 11.550 0.230 0.300 1.594
Along Grid 3-3 1.00 4.550 0.230 0.300 0.314
Along Grid a-a & b-b 2.00 6.950 0.230 0.300 0.959
Along Grid c-c & d-d 2.00 4.950 0.230 0.300 0.683
iii. Plinth Level Tie Beam
Along Grid 1-1 & 2-2 2.00 11.550 0.230 0.300 1.594
Along Grid 3-3 1.00 4.550 0.230 0.300 0.314
Along Grid a-a & b-b 2.00 6.950 0.230 0.300 0.959
Along Grid c-c & d-d 2.00 4.950 0.230 0.300 0.683
iv. Column Upto Lower portion of tie Beam 10.0 1.000 0.30 0.300 0.900
v. Toilet Block
Cornice Above Parapet Wall 1.0 27.480 0.35 0.075 0.721
vi South Side Toilet Cornic
Measurement aretaken upto PM offi
toilet
Plain cement Concrete (PCC) for RCC
works(1:1.5:3) for slab/lintels with approvedquantity of cement and sand and crushed stoneaggregate including mixing, laying, curing etc allcomplete in approval of site engineer
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Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
WorkNo.
ItemNo.
Cornice Above Parapet Wall 1.0 7.450 0.35 0.075 0.196
Sub-Total 115.080
10 10 sqm
Upto to Previous Bill 242.271
i. Canteen Block
F1 9.0 4.600 0.180 7.452 l=1.15*4=4.6m
F2 1.0 6.000 0.180 1.080
Sub-Total 250.803
11 11 sqm
Upto to Previous Bill 206.102
i. Canteen Block
Column Upto Lower portion of tie Beam 10.0 1.000 1.200 12.000
Sub-Total 218.102
12 12 sqm
Upto to Previous Bill 354.840
Canteen Block
i. Foundation Beam
Along Grid 1-1 & 2-2 2.00 11.250 0.600 13.500
Along Grid 3-3 1.00 4.250 0.600 2.550
Along Grid a-a & b-b 2.00 7.950 0.600 9.540
Along Grid c-c & d-d 2.00 4.950 0.600 5.940
ii. Plinth Level Tie Beam
Along Grid 1-1 & 2-2 2.00 11.250 0.600 13.500
Along Grid 3-3 1.00 4.250 0.600 2.550
Along Grid a-a & b-b 2.00 7.950 0.600 9.540
Along Grid c-c & d-d 2.00 4.950 0.600 5.940
iii. Toilet Block
Cornic Above Parapet Wall 1.0 27.480 0.13 3.435
iv. South Side Toilet Cornic
Cornic Above Parapet Wall 1.0 10.430 0.13 1.304
v. North-East Toilet Block
Cornic Above Parapet Wall 1.0 7.450 0.13 0.931
Sub-Total 423.570
13 13 MT
Upto to Previous Bill 17.014
This bill 2.590
Sub-Total 19.604
Formwork, shuttering, centering with 19mmthick waterproof ply for slab with steel pipe proopping, scaffolding, staging, supporting
inclusive of wedging and cutting holes forutilization till support if fully unyielding nett.
Formwork, shuttering, centering with 19mmthick waterproof ply for column, necessary propping, scaffolding, staging, supportinginclusive of wedging and cutting holes forutilization till the support if fully unyielding nett.
Formwork, shuttering, centering with 19mmthick waterproof ply for beam with steel pipe proopping, scaffolding, staging, supportinginclusive of wedging and cutting holes forutilization till support if fully unyielding nett.
For steel reinforcement bar of fe 415/500 gradeincluding straightening, cleasing, cutting,binding &fixing in position with annealed tying binding wire as per drawing, design &instruction all complete.
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Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
WorkNo.
ItemNo.
14 14 sqm
Upto to Previous Bill 58.667
15 15 Cum
Upto to Previous Bill 40.515
i. Canteen Block
ii. Upto Plinth Level Tie Beam
Along Grid 1-1 & 2-2 2.00 10.350 0.230 1.000 4.761
Along Grid 3-3 1.00 3.950 0.230 1.000 0.909
Along Grid a-a & b-b 2.00 7.650 0.230 1.000 3.519
Along Grid c-c & d-d 2.00 4.950 0.230 1.000 2.277
iii. East Poarch 1.00 12.510 0.230 0.100 0.288
iv. East Apron 1.00 28.120 0.230 0.100 0.647
v. West Apron 1.00 8.212 0.230 0.100 0.189
1.00 5.234 0.230 0.100 0.120
Sub-Total 53.224
16 16 Cum
Upto to Previous Bill 115.448
i. East Poarch 1.00 5.300 5.300 0.075 2.107
ii. East Apron 1.00 28.120 1.330 0.075 2.805
iii. West Apron 1.00 8.212 1.300 0.075 0.801
1.00 5.234 1.240 0.075 0.487
Sub-Total 121.647
17 17 cum
Upto to Previous Bill 73.415
18 18 cum
Upto to Previous Bill 8.559
i. East Poarch 1.00 5.300 5.300 0.150 4.214
ii. East Apron 1.00 28.120 1.330 0.150 5.610
iii. West Apron 1.00 8.212 1.300 0.150 1.601
1.00 5.234 1.240 0.150 0.974
iv. Canteen Block 1.00 4.020 5.020 0.150 3.027
2.0 3.270 5.020 0.150 4.925
1.0 4.020 2.770 0.150 1.670
Sub-Total 30.579
19 19 sqm
i. W1 10.0 2.360 2.180 51.448
ii. W2 8.0 1.790 2.030 29.070
iii. W3 5.0 1.150 1.800 10.350
Sub-Total 90 868
0.5mm colour GI plain sheet for ridge cover onroofing including fixing in proper shape & sizewith all necessary rails, screws, bolts & nutswashers, J & L hooks etc as per drawing &instruction all complete.
Good quality local chimney made Brickwork in1:6 C/S mortar up to ground floor in perfect linelevel finishe including wetting the bricks,racking the joints and curing the work for at least7 da s all com lete.
Measurement aretaken upto PM offi
toilet
Plain cement Comcrete (PCC) in 1:2:4 ratio forfoundation,flooring and walls with approvedquallity of cement and sand and crushed stoneaggregate including mixing, laying, curing etc allcomplete inapproval of site engineer.
Measurement aretaken upto PM offi
toilet
Earth filling in 150 mm thick layer, watering,ramming including supply of filling materialswithin compound all complete
Sand filling including supply of filling materials,watering, ramming etc all complete.
Aluminium sliding windows of section withnaturally anodized color section (888x38x1.1)with 5mm thick approved tinted colored glass allcomplete.
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Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
WorkNo.
ItemNo.
20 20 sqm
Upto to Previous Bill 15.318
i. Main Hall
DW 8.0 0.550 2.160 9.504
Dw 4.0 1.490 3.250 19.370
D 3.0 1.200 2.390 8.604
D1 4.0 0.980 2.390 9.369
D2 1.0 1.470 2.500 3.675
2.0 0.700 2.500 3.500
1.0 0.980 2.500 2.450
3.0 1.470 2.500 11.025
1.0 1.000 2.390 2.390
1.0 1.000 2.400 2.400
Sub-Total 87.605
21 21 kg
Upto to Previous Bill 8428.180
22 22 kg
Upto to Previous Bill 17935.382
23 23 sqm
Upto to Previous Bill 102.571
Rest Room Pm Office sill sill W3 5.0 1.400 0.340 2.380
W2 2.0 1.780 0.340 1.210
Sub-Total 106.161
24 25 sqm
Upto to Previous Bill 1593.878
25 26 sqm
i. Waiting Room 1.0 7.700 3.770 29.029
ii. P.A Room 1.0 7.700 3.600 27.720
iii. Main Waiting Room 1.0 7.700 3.870 29.799
iv. Meeting Room 1.0 4.760 6.580 31.321
v. P.M office Room 1.0 4.620 4.520 20.882
vi. Sec. office Room 1.0 6.260 4.760 29.798
vii. Meeting Room Hall 1.0 7.980 4.760 37.985
viii. Cabinet hall 1.0 9.690 6.270 60.756
ix. Main Hall 1.0 19.800 14.550 288.090
x. Rest room 1.0 4.680 4.740 22.183
Sub-Total 577.563
Aluminium casement door of section withnaturally anodized color section(101x45x1.1)with 5mm thick approved tinted colored glass allcomplete.
M.S. blackpipe roof truss with I.S or B.S.sectionincluding jointting, fixing,erection and primerpainting with all necessary M.S bed plates, shoeangles, anchor bolts leas sheeting as per drawingand instruction all complete.
M.S. blackpipe purlin with I.S or B.S.sectionincluding jointting, fixing,erection and primerpainting with all necessary M.S bed plates, shoeangles, anchor bolts leas sheeting as per drawingand instruction all complete.
Supplying and laying of good quallity Marble incement Sand Mortar (1:2) ratio with approvedcolour on floors, skirting and walls all complete.
12.5mm thick cement sand plaster in (1:4) ratioon wall of good finish including racking the joint, wetting of surfaces & curing the work allcomplete.
20 mm thick cement sand plaster in (1:4) ratioon floor of good finish including racking the joint, wetting of surfaces & curing the work allcomplete.
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Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
WorkNo.
ItemNo.
26 27 sqm
Upto to Previous Bill 38.827
Meeting Room Ceiling 1.0 4.760 3.730 17.755
Sub-Total 56.582
27 29 sqm
i. On Ceiling
a) Waiting Room 1.0 7.700 3.770 29.029
b) P.A Room 1.0 7.700 3.600 27.720
c) Main Waiting Room 1.0 7.700 3.870 29.799
d) meeting Room 1.0 4.760 6.580 31.321
e) P.M office Room 1.0 4.620 4.520 20.882
f) Sec. office Room 1.0 6.260 4.760 29.798
g) Meeting Room Hall 1.0 7.980 4.760 37.985
h) Sec. Office Room Passage 1.0 5.050 1.500 7.575
i) Cabinet hall 1.0 9.690 6.270 60.756
Vertical 1 1.0 24.720 0.150 3.708
Vertical 2 1.0 23.520 0.150 3.528
Vertical 3 1.0 22.320 0.150 3.348
j)PM Office Room Passage 1.0 7.850 1.950 15.308
K) Toilet 1.0 1.970 1.970 3.881
l) Staircase Passage 1.0 4.720 4.000 18.880
m) Lower hall Passage 1.0 11.980 2.710 32.466
n) Main Hall 1.0 19.800 14.550 288.090
Vertical 1 1.0 65.100 0.125 8.138
Vertical 2 1.0 57.900 0.125 7.238
Vertical 3 1.0 54.300 0.125 6.788
Vertical 4 1.0 55.500 0.125 6.938
Slanting portion 1.0 60.500 0.896 54.208
o) East Ramp 1.0 4.700 5.150 24.205
p) West Ramp 2.0 4.650 2.760 25.668
q)Rest room 1.0 4.680 4.740 22.183
Deductions
Slanting portion (1.0) 60.500 0.775 (46.888)
Toilet Block 2.0 3.840 4.770 36.634
ii. On Wall
a) Waiting Room 1.0 7.700 3.770 52.303 52.303 H=2.28 m
b) P.A Room 1.0 7.700 3.600 51.528 51.528 H=2.28 m
c) Main Waiting Room 1.0 7.700 3.870 52.759 52.759 H=2.28 m
d) meeting Room 1.0 4.760 6.580 51.710 51.710 H=2.28 m
e) P.M office Room 1.0 4.620 4.520 41.678 41.678 H=2.28 m
f) Sec. office Room 1.0 6.260 4.760 50.251 50.251 H=2.28 m
g) Meeting Room Hall 1.0 7.980 4.760 58.094 58.094 H=2.28 m
h) Sec. Office Room Passage 1.0 5.050 5.050 10.100 10.100 H=2.04
i) Cabinet hall 1.0 9.690 6.270 65.117 65.117 H=2.28 m
j)PM Office Room Passage 1.0 7.850 15.700 15.700 H=2.28 m
K) Toilet 1.0 1.970 1.970 3.940 3.940 H=2.28 m
l) Staircase Passage 1.0 4.720 4.000 13.440 13.440 H=2.28 m
n) Main Hall 1.0 19.800 14.550 156.636 156.636 H=2.28 m
q)Rest room 1.0 4.680 4.740 42.955 42.955 H=2.28 m
Toilet Block
Sub-Total 1455.396
28 31 sqm
12.5mm thick cement sand plaster in (1:4) ratioon ceiling of good finish including racking the joint, wetting of surfaces & curing the work allcomplete.
Supplyin and applying white cement putty onceiling and wall with line and level all complete.
3 mm thick cement sand punning (1:1) on floor,
skirting, dado etc, including mixing laying andrubbing with steel trowel to a hard smooth andshining surface and curing all complete.
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Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
WorkNo.
ItemNo.
iii. Main Waiting Room 1.0 7.700 3.870 29.799
iv. Meeting Room 1.0 4.760 6.580 31.321
v. P.M office Room 1.0 4.620 4.520 20.882
vi. Sec. office Room 1.0 6.260 4.760 29.798
vii. Meeting Room Hall 1.0 7.980 4.760 37.985
viii. Cabinet hall 1.0 9.690 6.270 60.756
ix. Main Hall 1.0 19.800 14.550 288.090
x. Rest room 1.0 4.680 4.740 22.183
Sub-Total 577.563
29 32 rm
i. Waiting Room 1.0 7.900 3.870 23.540
ii. P.A Room 1.0 7.750 3.750 23.000
iii. Main Waiting Room 1.0 7.800 0.387 16.374
iv. Meeting Room 1.0 4.700 6.680 22.760
v. P.M office Room 1.0 4.720 4.520 18.480
vi. Sec. office Room 1.0 6.260 4.760 22.040
vii. Meeting Room Hall 1.0 7.980 4.760 25.480
viii. Sec. Office Room Passage 1.0 5.050 1.500 11.600
ix. Cabinet hall 1.0 9.690 6.270 31.920
Vertical 1 1.0 24.720 24.720
Vertical 2 1.0 23.520 23.520
Vertical 3 1.0 22.320 22.320
x. PM Office Room Passage 1.0 7.850 1.950 19.600
Toilet 1.0 1.970 1.970 7.880
xi. Staircase Passage 1.0 4.720 4.000 13.440
xii. Lower hall Passage 1.0 11.980 2.710 29.380
xiii. Main Hall 1.0 19.800 14.550 68.700
Vertical 1 1.0 65.100 65.100
Vertical 2 1.0 57.900 57.900
Vertical 3 1.0 54.300 54.300
Vertical 4 1.0 55.500 55.500
xiv. East Ramp 1.0 4.700 5.150 19.700
xv. West Ramp 2.0 4.650 2.760 29.640
xvi. Rest room 1.0 4.680 4.740 18.840
Sub-Total 705.734
30 34 rm
i- Toilet Block 1.0 33.200 33.200
vi. South Side Toilet
1.0 11.630 11.630
vii. North-East Toilet Block
1.0 8.650 8.650
Sub-Total 53.480
31 35 sqm
i. Waiting Room 1.0 7.700 3.770 29.029
ii. P.A Room 1.0 7.700 3.600 27.720
iii. Main Waiting Room 1.0 7.700 3.870 29.799
iv. Meeting Room 1.0 4.760 6.580 31.321
v. P.M office Room 1.0 4.620 4.520 20.882
vi. Sec. office Room 1.0 6.260 4.760 29.798
vii. Meeting Room Hall 1.0 7.980 4.760 37.985
viii. Cabinet hall 1.0 9.690 6.270 60.756
ix Main Hall 1 0 19 800 14 550 288 090
Plaster of Parish (POP) cornice and moldingmaking die, casting of cornice as per design anddrawing including fixing in position using steelscrews on resin glue finishing all complete 6" to8" wide.
12.5mmthick cement sand rainwater protection plaster line in (1:4) ratio including wettingofsurfaces &curing the work all complete.
Supplying and laying Teak wood Parqueting onfloor polishingallcomplete(150mm*30mm*8mm)
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Description of work Unit NoLength Breadth Height
Quantity Remarksm m m
WorkNo.
ItemNo.
32 36 Cum
Upto to Previous Bill 96.439
i. South Side Toilet
Parapet Wall 1.0 10.430 0.23 0.900 2.159
ii. North-East Toilet Block
Parapet Wall 1.0 7.450 0.23 0.600 1.028
Sub-Total 99.626
33 45 cum
Upto to Previous Bill 133.916
34 47 sqm
Upto to Previous Bill 733.073
35 48 sqm
Upto to Previous Bill 1104.383
36 49 Clay tile ridge roofing work with all complete
Upto to Previous Bill 75.700
37 51 kg
Upto to Previous Bill 14500.980
38 52 Rubble masonary filling work in foundation. cum
Upto to Previous Bill 1.290
39 53 sqm
Upto to Previous Bill 57.061
40
56
sqm
Upto to Previous Bill 4.873
Pm office room
Ventilation 2.0 0.990 0.860 1.703
Hall Toilet
Ventilation 3.0 0.970 0.700 2.037
Sub-Total 8.613
41 57 cum
Upto to Previous Bill 9.673
Machine made Brickwork in 1:4 C/S mortar insuperstructure in perfect line level finishincludingwettingthe bricks, racking the jointsand curing the workfor at least 7 days allcomplete.
Good Quality local chimney made Brickwirk in1:4 C/S mortar up to ground floor in perfect linelevel finishe including wetting the bricks,racking the joints and curing the work for atleast 7 days all complete.
Fitting & fixing of water resistance gypsum board design false ceiling with all necessaryhanger, angles, hooks nut bolt all complete.
Machine made clay tiles on roofing includingfixing in proper shape and size as per drawingand instruction all complete.
Fabrication and Fixing of I.S or B.S Standard
iron section with one coat primer painting allcomplete
Supplying and laying of one laying of 500 gaugepolythene sheet on prepared surface.
Aluminium casement windows of section withnaturally anodized color section(54x38x1.1)with 5mm thick approved tinted colored glass all
complete.
Machine made Brickwork in 1:4 c/s mortar up toground floor in perfect line level finish includingwetting the bricks ,racking the joints and curingthe work for at least 7 days all complete.
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g]kfn ;/sf/
ef}lts of]hgf tyf lgdf{0f dGqfno 7]Ssfkfsf] ;+Vojnsf] qmd ;+Fifth running bill zx/L ljsf; tyf ejg lgdf{0f ljefu cl3Nnf] e'QmfgL
7]s]bf/sf] gf ejg lgdf{0f ;Def/ l8lehg sfof{no sfo{ ;DkGg ug20
cl3Nnf] e'QmfgL ljnsf] qmd ;+ 7]Ssf ;DalGw lan e'QmfgL ef}r/ gsfof{/De cfb] 9/12/2066 e'QmfgL ldlt Msfo{ ;DkGg ePsf] ldlt M gfkL lstfj g++ M
m=;+ sfdsf] ljj/0f PsfO{cBfjlws sfd ePsf] cl3Nnf] ljndf r9]sf] xfnsf]
kl/df0f b/ hDdf d"No kl/df0f hDdf d"No kl/df0f
A. Civil Works
1 1 sqm 2,670.026 20.00 53,400.52 2,670.026 53,400.52 -
2 2 cum 12.283 1,000.00 12,283.00 12.283 12,283.00 -
3 3 job 1.000 20,000.00 20,000.00 1.000 20,000.00 -
4 4 cum 115.502 150.00 17,325.30 73.415 11,012.25 42.087
5 5 cum 139.717 100.00 13,971.72 101.663 10,166.30 38.054
6 6 sqm 1,101.948 800.00 881,558.40 1,101.948 881,558.40 -
7 7 cum 6.028 6,000.00 36,170.10 4.107 24,642.00 1.921
8 8 sqm 312.057 500.00 156,028.54 142.157 71,078.50 169.900
Koshi And Neupane/BandanBhagwati
of]hgfsf] gfd M Contruction of Meeting Hall
Site preparation work with cleaningand disposal of debrises, uprootingroots, solid wastes etc. all complete
Dismantling of RCC work includingdisposal of the debris out of site asper instruction
Cutting and stacking all existingrusted iron rods except LAP allcomplete works as per instruction
Earthwork in excavation in ordinarysoils
Earth filling in 150 mm thicklayer,watering,ramming includingsupply of filling material fromoutsides all complete
0.5 mm CGI sheet roofing withproper shape & size, all necessarynails, screws, bolts , nuts washers,J of L hooks etc as per drawing &instruction all complete.
Plain cement Concrete (PCC) in1:3:6 ratio for foundations, flooringand walls with approved quantity ofcement and sand and crushedstone aggregate inccluding mixing,laying, curing etc all complete inapproval of site engineer.
Local flat brick soling work withsand filling.
d=n]=k=kmf=g+= !^&
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g]kfn ;/sf/
ef}lts of]hgf tyf lgdf{0f dGqfno 7]Ssfkfsf] ;+Vojnsf] qmd ;+Fifth running bill zx/L ljsf; tyf ejg lgdf{0f ljefu cl3Nnf] e'QmfgL
7]s]bf/sf] gf ejg lgdf{0f ;Def/ l8lehg sfof{no sfo{ ;DkGg ug 20
cl3Nnf] e'QmfgL ljnsf] qmd ;+ 7]Ssf ;DalGw lan e'QmfgL ef}r/ gsfof{/De cfb] 9/12/2066 e'QmfgL ldlt Msfo{ ;DkGg ePsf] ldlt M gfkL lstfj g++ M
m=;+ sfdsf] ljj/0f PsfO{cBfjlws sfd ePsf] cl3Nnf] ljndf r9]sf] xfnsf]
kl/df0f b/ hDdf d"No kl/df0f hDdf d"No kl/df0f
Koshi And Neupane/BandanBhagwati
of]hgfsf] gfd M Contruction of Meeting Hall
d=n]=k=kmf=g+= !^&
9 9 Cum 115.080 10,000.00 1,150,802.50 101.947 1,019,470.00 13.133
10 10 sqm 250.803 500.00 125,401.50 242.271 121,135.50 8.532
11 11 sqm 218.102 500.00 109,051.00 206.102 103,051.00 12.000
12 12 sqm 423.570 500.00 211,785.00 354.840 177,420.00 68.730
13 13 MT 19.604 ### 1,960,430.68 17.014 1,701,400.00 2.590
Plain cement Concrete (PCC) forRCC works(1:1.5:3) for slab/lintelswith approved quantity of cementand sand and crushed stoneaggregate including mixing, laying,curing etc all complete in approvalof site engineer
Formwork, shuttering, centeringwith 19mm thick waterproof ply forslab with steel pipe proopping,scaffolding, staging, supportinginclusive of wedging and cuttingholes for utilization till support iffully unyielding nett.
Formwork, shuttering, centeringwith 19mm thick waterproof ply forcolumn, necessary propping,scaffolding, staging, supportinginclusive of wedging and cuttingholes for utilization till the support iffully unyielding nett.
Formwork, shuttering, centeringwith 19mm thick waterproof ply forbeam with steel pipe proopping,scaffolding, staging, supportinginclusive of wedging and cuttingholes for utilization till support iffully unyielding nett.
For steel reinforcement bar of fe415/500 grade including
straightening, cleasing, cutting,binding &fixing in position withannealed tying binding wire as perdrawing, design & instruction allcomplete.
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g]kfn ;/sf/
ef}lts of]hgf tyf lgdf{0f dGqfno 7]Ssfkfsf] ;+Vojnsf] qmd ;+Fifth running bill zx/L ljsf; tyf ejg lgdf{0f ljefu cl3Nnf] e'QmfgL
7]s]bf/sf] gf ejg lgdf{0f ;Def/ l8lehg sfof{no sfo{ ;DkGg ug 20
cl3Nnf] e'QmfgL ljnsf] qmd ;+ 7]Ssf ;DalGw lan e'QmfgL ef}r/ g+sfof{/De cfb] 9/12/2066 e'QmfgL ldlt Msfo{ ;DkGg ePsf] ldlt M gfkL lstfj g++ M
m=;+ sfdsf] ljj/0f PsfO{cBfjlws sfd ePsf] cl3Nnf] ljndf r9]sf] xfnsf]
kl/df0f b/ hDdf d"No kl/df0f hDdf d"No kl/df0f
Koshi And Neupane/BandanBhagwati
of]hgfsf] gfd M Contruction of Meeting Hall
d=n]=k=kmf=g+= !^&
14 14 sqm 58.667 1,500.00 88,000.50 58.667 88,000.50 -
15 15 cum 53.224 8,000.00 425,793.98 40.515 324,120.00 12.709
16 16 cum 121.647 8,000.00 973,177.22 115.448 923,584.00 6.199
17 17 cum 73.415 120.00 8,809.80 73.415 8,809.80 -
18 18 cum 30.579 1,400.00 42,811.01 8.559 11,982.60 22.020
19 19 sqm 90.868 4,500.00 90.868
0.5mm colour GI plain sheet forridge cover on roofing includingfixing in proper shape & size withall necessary rails, screws, bolts &nuts washers, J & L hooks etc asper drawing & instruction allcomplete.
Good quality local chimney madeBrickwork in 1:6 C/S mortar up toground floor in perfect line levelfinishe including wetting the bricks,racking the joints and curing thework for at least 7 days allcomplete.
Plain cement Comcrete (PCC) in1:2:4 ratio for foundation,flooringand walls with approved quallity ofcement and sand and crushedstone aggregate including mixing,laying, curing etc all completeinapproval of site engineer.
Earth filling in 150 mm thick layer,watering, ramming including supplyof filling materials within compoundall complete
Sand filling including supply offilling materials, watering, rammingetc all complete.
Aluminium sliding windows of
section with naturally anodizedcolor section (888x38x1.1) with5mm thick approved tinted coloredglass all complete.
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g]kfn ;/sf/
ef}lts of]hgf tyf lgdf{0f dGqfno 7]Ssfkfsf] ;+Vojnsf] qmd ;+Fifth running bill zx/L ljsf; tyf ejg lgdf{0f ljefu cl3Nnf] e'QmfgL
7]s]bf/sf] gf ejg lgdf{0f ;Def/ l8lehg sfof{no sfo{ ;DkGg ug 20
cl3Nnf] e'QmfgL ljnsf] qmd ;+ 7]Ssf ;DalGw lan e'QmfgL ef}r/ gsfof{/De cfb] 9/12/2066 e'QmfgL ldlt Msfo{ ;DkGg ePsf] ldlt M gfkL lstfj g++ M
m=;+ sfdsf] ljj/0f PsfO{cBfjlws sfd ePsf] cl3Nnf] ljndf r9]sf] xfnsf]
kl/df0f b/ hDdf d"No kl/df0f hDdf d"No kl/df0f
Koshi And Neupane/BandanBhagwati
of]hgfsf] gfd M Contruction of Meeting Hall
d=n]=k=kmf=g+= !^&
20 20 sqm 87.605 5,500.00 481,826.40 - 87.605
21 21 kg 8,428.180 120.00 1,011,381.60 8,428.180 1,011,381.60 -
22 22 kg 17,935.382 100.00 1,793,538.20 ### 1,793,538.20 -
23 23 sqm 106.161 2,500.00 265,403.50 102.571 256,427.50 3.590
24 25 sqm 1,593.878 200.00 318,775.60 1,593.878 318,775.60 -
25 26 sqm 577.563 300.00 577.563
Aluminium casement door ofsection with naturally anodizedcolor section(101x45x1.1) with5mm thick approved tinted coloredglass all complete.
M.S. blackpipe roof truss with I.Sor B.S.section including jointting,fixing,erection and primer paintingwith all necessary M.S bed plates,shoe angles, anchor bolts leassheeting as per drawing andinstruction all complete.
M.S. blackpipe purlin with I.S orB.S.section including jointting,fixing,erection and primer painting
with all necessary M.S bed plates,shoe angles, anchor bolts leassheeting as per drawing andinstruction all complete.
Supplying and laying of goodquallity Marble in cement SandMortar (1:2) ratio with approvedcolour on floors, skirting and wallsall complete.
12.5mm thick cement sand plasterin (1:4) ratio on wall of good finishincluding racking the joint, wettingof surfaces & curing the work allcomplete.
20 mm thick cement sand plaster in(1:4) ratio on floor of good finishincluding racking the joint, wettingof surfaces & curing the work allcomplete.
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g]kfn ;/sf/
ef}lts of]hgf tyf lgdf{0f dGqfno 7]Ssfkfsf] ;+Vojnsf] qmd ;+Fifth running bill zx/L ljsf; tyf ejg lgdf{0f ljefu cl3Nnf] e'QmfgL
7]s]bf/sf] gf ejg lgdf{0f ;Def/ l8lehg sfof{no sfo{ ;DkGg ug 20
cl3Nnf] e'QmfgL ljnsf] qmd ;+ 7]Ssf ;DalGw lan e'QmfgL ef}r/ g+sfof{/De cfb] 9/12/2066 e'QmfgL ldlt Msfo{ ;DkGg ePsf] ldlt M gfkL lstfj g++ M
m=;+ sfdsf] ljj/0f PsfO{cBfjlws sfd ePsf] cl3Nnf] ljndf r9]sf] xfnsf]
kl/df0f b/ hDdf d"No kl/df0f hDdf d"No kl/df0f
Koshi And Neupane/BandanBhagwati
of]hgfsf] gfd M Contruction of Meeting Hall
d=n]=k=kmf=g+= !^&
26 27 sqm 56.582 250.00 14,145.45 38.827 9,706.75 17.755
27 29 sqm 1,455.396 100.00 1,455.396
28 31 sqm 577.563 150.00 577.563
29 32 rm 705.734 600.00 705.734
30 34 rm 53.480 150.00 53.480
31 35 sqm 577.563 3,000.00 577.563
32 36 cum 99.626 12,000.00 1,195,513.32 96.439 1,157,268.00 3.187
12.5mm thick cement sand plasterin (1:4) ratio on ceiling of goodfinish including racking the joint,wetting of surfaces & curing thework all complete.
Supplyin and applying whitecement putty on ceiling and wallwith line and level all complete.
3 mm thick cement sand punning(1:1) on floor, skirting, dado etc,including mixing laying and rubbingwith steel trowel to a hard smoothand shining surface and curing allcomplete.
Plaster of Parish (POP) cornice andmolding making die, casting ofcornice as per design and drawingincluding fixing in position usingsteel screws on resin glue finishingall complete 6" to 8" wide.
12.5mmthick cement sandrainwater protection plaster line in(1:4) ratio including wettingofsurfaces &curing the work allcomplete.
Supplying and laying Teak woodParqueting on floor polishingallcomplete(150mm*30mm*8mm)
Machine made Brickwork in 1:4 C/Smortar in superstructure in perfect
line level finish includingwettingthebricks, racking the joints and curingthe workfor at least 7 days allcomplete.
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g]kfn ;/sf/
ef}lts of]hgf tyf lgdf{0f dGqfno 7]Ssfkfsf] ;+Vojnsf] qmd ;+Fifth running bill zx/L ljsf; tyf ejg lgdf{0f ljefu cl3Nnf] e'QmfgL
7]s]bf/sf] gf ejg lgdf{0f ;Def/ l8lehg sfof{no sfo{ ;DkGg ug 20
cl3Nnf] e'QmfgL ljnsf] qmd ;+ 7]Ssf ;DalGw lan e'QmfgL ef}r/ gsfof{/De cfb] 9/12/2066 e'QmfgL ldlt Msfo{ ;DkGg ePsf] ldlt M gfkL lstfj g++ M
m=;+ sfdsf] ljj/0f PsfO{cBfjlws sfd ePsf] cl3Nnf] ljndf r9]sf] xfnsf]
kl/df0f b/ hDdf d"No kl/df0f hDdf d"No kl/df0f
Koshi And Neupane/BandanBhagwati
of]hgfsf] gfd M Contruction of Meeting Hall
d=n]=k=kmf=g+= !^&
33 45 cum 133.916 8,000.00 1,071,328.00 133.916 1,071,328.00 -
34 47 sqm 733.073 2,500.00 1,832,682.50 733.073 1,832,682.50 -
35 48 sqm 1,104.383 1,000.00 1,104,383.00 1,104.383 1,104,383.00 -
36 49 r m 75.700 300.00 22,710.00 75.700 22,710.00 -
37 51 kg 14,500.980 120.00 1,740,117.60 ### 1,740,117.60 -
38 52 cum 1.290 5,000.00 6,450.00 1.290 6,450.00 -
39 53 sqm 57.061 100.00 5,706.10 57.061 5,706.10 -
40 56 sqm 8.613 5,000.00 43,064.00 4.873 24,365.00 3.740
Good Quality local chimney madeBrickwirk in 1:4 C/S mortar up toground floor in perfect line levelfinishe including wetting the bricks,racking the joints and curing thework for at least 7 days allcomplete.
Fitting & fixing of water resistancegypsum board design false ceilingwith all necessary hanger, angles,hooks nut bolt all complete.
Machine made clay tiles on roofingincluding fixing in proper shape andsize as per drawing and instructionall complete.
Clay tile ridge roofing work with allcomplete
Fabrication and Fixing of I.S or B.SStandard iron section with one coatprimer painting all complete
Rubble masonary filling work infoundation.
Supplying and laying of one layingof 500 gauge polythene sheet onprepared surface.
Aluminium casement windows ofsection with naturally anodizedcolor section(54x38x1.1) with 5mmthick approved tinted colored glass
all complete.
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g]kfn ;/sf/
ef}lts of]hgf tyf lgdf{0f dGqfno 7]Ssfkfsf] ;+Vojnsf] qmd ;+Fifth running bill zx/L ljsf; tyf ejg lgdf{0f ljefu cl3Nnf] e'QmfgL
7]s]bf/sf] gf ejg lgdf{0f ;Def/ l8lehg sfof{no sfo{ ;DkGg ug 20
cl3Nnf] e'QmfgL ljnsf] qmd ;+ 7]Ssf ;DalGw lan e'QmfgL ef}r/ gsfof{/De cfb] 9/12/2066 e'QmfgL ldlt Msfo{ ;DkGg ePsf] ldlt M gfkL lstfj g++ M
m=;+ sfdsf] ljj/0f PsfO{cBfjlws sfd ePsf] cl3Nnf] ljndf r9]sf] xfnsf]
kl/df0f b/ hDdf d"No kl/df0f hDdf d"No kl/df0f
Koshi And Neupane/BandanBhagwati
of]hgfsf] gfd M Contruction of Meeting Hall
d=n]=k=kmf=g+= !^&
41 57 cum 9.673 12,000.00 116,076.00 9.673 116,076.00 -
-
(37,256.16)
(65,749.56)
Grand Total 17,206,896.31 16,034,030.22
VAT 13% 2,236,896.52 - 2,084,423.92
Grand Total 19,443,792.83 - 18,118,454.14
pko'{Qm adf]lhd 7Ls 5 egL k|dfl0ft ug]{of] ljn adf]lhd hDdf ?= 7]s]bf/sf] ;xL / 5cl3Nnf] ljnaf6 e'QmfgL ePsf] ?=
sf ug'{ kg]{ ?= ===================== afFls lbg' kg]{ ?=s_ k]ZsL ========================= -v_ dfn;fdfgsf] df]n ===================== -u_ d]lzg cf}hf/sf] axfn =====
3_ 7]Ssf s/ ======================== -_ w/f}6L M -r_ clu|d cfos/ jfktMv'b lbg' kg]{ M k]z ug]{ l;=l8=O{= sf] ;xL :jLs[t ug]{sf] ;xL
k]z ug]{ cf]=;L=sf] ;xL hfFr ug]{ O{lGhlgo/s] ;xL bhf{ Mbhf{ M bhf{ MhDdf ?= ===================== cIf/]kL =============================================== sf] r]s g
Machine made Brickwork in 1:4 c/smortar up to ground floor in perfectline level finish including wetting thebricks ,racking the joints and curingthe work for at least 7 days allcomplete.
additional amountdeduction from second bill
deduct 5% of 2nd running billtruss amount
deduct 5% of 2nd. running billPurlin amount
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M
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=====
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====
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Angle Fabrication and Reinforcement detailS.NO DESCRIPTION Nos L Qty Wt/unit Weight(Kg)
A Angle Fabrication ISA 40x40x5
1 West block
South horizontal 22 13.27 291.94 3.000 875.820
SouthVertical 10 5.92 59.20 3.000 177.600
North Horizontal 4 11.00 44.00 3.000 132.000
17 12.85 218.45 3.000 655.350
L=(11.1+13.6)/2 11 12.35 135.85 3.000 407.550
North Vertical 9 8.70 78.30 3.000 234.900
1 0.84 0.84 3.000 2.520
1 1.87 1.87 3.000 5.610
1 4.40 4.40 3.000 13.200
2 Main Block - -
East Roof (Nose) - -
Vertical 8 3.90 31.20 3.000 93.600
2 1.41 2.82 3.000 8.460
2 2.61 5.22 3.000 15.660
Horizontal L=(8.93+4.43)/2 30 6.68 200.40 3.000 601.200East Face - -
Vertical 19 9.75 185.25 3.000 555.750
1 6.83 6.83 3.000 20.490
1 5.36 5.36 3.000 16.080
1 5.57 5.57 3.000 16.710
1 8.17 8.17 3.000 24.510
4 9.75 39.00 3.000 117.000
Horizontal 15 39.10 586.50 3.000 1,759.500
L=(30.4+27.5)/2 20 28.95 579.00 3.000 1,737.000
1 27.50 27.50 3.000 82.500
L=(5.69+8.24)/2 17 6.97 118.41 3.000 355.215
2 6.00 12.00 3.000 36.0001 5.62 5.62 3.000 16.860
1 5.63 5.63 3.000 16.890
Main Roof West Face - -
North Projection - -
Horizontal 1 18.20 18.20 3.000 54.600
1 17.40 17.40 3.000 52.200
1 16.95 16.95 3.000 50.850
1 16.30 16.30 3.000 48.900
1 16.10 16.10 3.000 48.300
1 15.00 15.00 3.000 45.000
Vertical 2 1.20 2.40 3.000 7.200
Vertical 8 1.53 12.24 3.000 36.720
South Projection - -
Horizontal 1 16.60 16.60 3.000 49.800
1 15.80 15.80 3.000 47.400
1 15.35 15.35 3.000 46.050
1 14.70 14.70 3.000 44.100
1 14.50 14.50 3.000 43.500
1 13.40 13.40 3.000 40.200
Vertical 1 1.20 1.20 3.000 3.600
8 1.53 12.24 3.000 36.720
West Projection - -
Horizontal L=(11.2+9.5)/2 6 10.35 62.10 3.000 186.300
Vertical 2 1.20 2.40 3.000 7.200
Vertical 6 1.53 9.18 3.000 27.540
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S.NO DESCRIPTION Nos L Qty Wt/unit Weight(Kg)
North Nose - -
Vertical 4 4.00 16.00 3.000 48.000
2 2.60 5.20 3.000 15.600
1 1.60 1.60 3.000 4.800
1 1.50 1.50 3.000 4.500
Horizontal L=(2.1+7)/2 30 4.55 136.50 3.000 409.500
1 2.10 2.10 3.000 6.300South Nose - -
Horizontal L=(2.1+7)/2 30 4.55 136.50 3.000 409.500
Vertical 2 1.50 3.00 3.000 9.000
1 2.65 2.65 3.000 7.950
1 2.60 2.60 3.000 7.800
1 0.90 0.90 3.000 2.700
4 4.00 16.00 3.000 48.000
North Part -
Vertical 4 9.80 39.20 3.000 117.600
1 7.30 7.30 3.000 21.900
1 5.15 5.15 3.000 15.450
Horizontal 1 5.80 5.80 3.000 17.400
L=(5.8+8.4)/2 19 7.10 134.90 3.000 404.700
In between North and South nose - -
Vertical 7 9.80 68.60 3.000 205.800
1 7.85 7.85 3.000 23.550
1 5.70 5.70 3.000 17.100
1 7.20 7.20 3.000 21.600
1 4.70 4.70 3.000 14.100
Horizontal L=(8.55+14.65/2) 19 15.88 301.63 3.000 904.875
1 8.55 8.55 3.000 25.650
South Part - -
Vertical 6 9.80 58.80 3.000 176.4001 7.10 7.10 3.000 21.300
1 8.00 8.00 3.000 24.000
1 7.30 7.30 3.000 21.900
Horizontal L=(8.93+4.43)/2 9 10.45 94.05 3.000 282.150
L=(15.3+13.7)/2 10 14.50 145.00 3.000 435.000
1 7.30 7.30 3.000 21.900
1 8.00 8.00 3.000 24.000
Through North/ South 16 39.10 625.60 3.000 1,876.800
Total Kg 14,500.980
B Reinforcement work
upto 3rd running bill (MT) 16.979
Rest room lintel 10 mm dia 4 4.85 19.40 0.617 11.975Rest room sill 10 mm dia 4 3.85 15.40 0.617 9.506
Toilet lintel 4 2.06 8.24 0.617 5.086
Stirrups
Rest room lintel 8 mm dia 25 0.40 10.00 0.395 3.951
Rest room sill 8 mm dia 20 0.40 8.00 0.395 3.160
Toilet lintel 8 mm dia 11 0.40 4.40 0.395 1.738
Total Kg 35.417
Total of this running bill(MT) 0.035
upto 4th running bill (MT) 17.014
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REINFORCEMENT BAR SCHEDULE
Project: Construction of Incomplete MEETING HALL,TOILET & CANTEEN Building
Site: Rt.HPMQuarter,Baluwatar.Ktm.
Contract No:-7/066/067
Date:
Work ItemDescription and Shape of Bending
Dia. Cut Length
Nos.
Total Length Weight Weight
RemarkNo. No. (mm) (m) (m) per m in kg
A. 13 Canteen Block1 Footing
F1 12 1.21 144 174.24 0.89 155.074 8*2*9
F2 12 1.55 20 31.00 0.89 27.590 10*2
2 Foundation Beam
Along grid 1-1 & 2-2 12 12.91 12 154.92 0.89 137.879
12 0.72 12 8.64 0.89 7.690
Along Grid 3-3 12 5.69 6 34.14 0.89 30.385
Along Grid A-A,B-B 12 9.69 12 116.28 0.89 103.489
Along Grid C-c & D-D 12 6.69 12 80.28 0.89 71.449
3 Shear reinforcement
Along grid 1-1 & 2-2 8 0.96 186 178.56 0.40 71.424
Along Grid 3-3 8 0.96 35 33.60 0.40 13.440
Along Grid A-A,B-B 8 0.96 140 134.40 0.40 53.760
Along Grid C-c & D-D 8 0.96 92 88.32 0.40 35.328
2 Tie Beam Plinth Level
Along grid 1-1 & 2-2 16 12.69 12 152.28 1.59 242.125
16 0.96 12 11.52 1.59 18.317
Along Grid 3-3 16 6.17 6 37.02 1.59 58.862
Along Grid A-A,B-B 16 10.17 12 122.04 1.59 194.044
16 0.96 12 11.52 1.59 18.317
Along Grid C-c & D-D 16 7.17 12 86.04 1.59 136.804
3 Shear reinforcement
Along grid 1-1 & 2-2 8 0.96 186 178.56 0.40 71.424
Along Grid 3-3 8 0.96 35 33.60 0.40 13.440
Along Grid A-A,B-B 8 0.96 140 134.40 0.40 53.760
Along Grid C-c & D-D 8 0.96 92 88.32 0.40 35.328
2 Column
a 12 6.59 80 527.20 0.89 469.208
b Shear reinforcement
Upto Tie Beam 8 1.10 110 121.00 0.40 48.400 11*10
8 0.93 110
Above Tie Beam 8 1.10 430 473.00 0.40 189.200 43*10
8 0.96 430 412.80 0.40 165.120
c East Apron 8 4.50 18 81.00 0.40 32.400
8 5.30 18 95.40 0.40 38.160
8/6/2019 5th Running Civil Works ,Baluwatar
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REINFORCEMENT BAR SCHEDULE
Project: Construction of Incomplete MEETING HALL,TOILET & CANTEEN Building
Site: Rt.HPMQuarter,Baluwatar.Ktm.
Contract No:-7/066/067
Date:
Work ItemDescription and Shape of Bending
Dia. Cut Length
Nos.
Total Length Weight Weight
RemarksNo. No. (mm) (m) (m) per m in kg
Apron East 8 28.12 5 140.60 0.40 56.2408 0.48 20 9.60 0.40 3.840 lap
West Apron 8 8.21 5 41.06 0.40 16.424
West Apron 8 5.23 5 26.17 0.40 10.468
8 1.30 21 27.30 0.40 10.920
Sub-Total 2,590.307
2.59 MT