5th running civil works ,baluwatar

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


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


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


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 /

Unit rate df;DjlGwt 8f6flbg'xf]nf . o;l/

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


3 3 job


4 4 Earthwork in excavation in ordinary soils cum


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


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


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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WorkNo.

ItemNo.


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


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


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 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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WorkNo.

ItemNo.

Cornice Above Parapet Wall 1.0 7.450 0.35 0.075 0.196

Sub-Total 115.080

10 10 sqm


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


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


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


v. North-East Toilet Block


Sub-Total 423.570

13 13 MT


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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WorkNo.

ItemNo.

14 14 sqm


15 15 Cum


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


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


18 18 cum


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.


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.


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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WorkNo.

ItemNo.

20 20 sqm


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


22 22 kg


23 23 sqm


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


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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WorkNo.

ItemNo.

26 27 sqm


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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WorkNo.

ItemNo.


iv. Meeting Room 1.0 4.760 6.580 31.321

v. P.M office Room 1.0 4.620 4.520 20.882




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


iv. Meeting Room 1.0 4.700 6.680 22.760

v. P.M office Room 1.0 4.720 4.520 18.480



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


iv. Meeting Room 1.0 4.760 6.580 31.321

v. P.M office Room 1.0 4.620 4.520 20.882




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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WorkNo.

ItemNo.

32 36 Cum


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


34 47 sqm


35 48 sqm


36 49 Clay tile ridge roofing work with all complete


37 51 kg


38 52 Rubble masonary filling work in foundation. cum


39 53 sqm


40

56

sqm


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


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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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+= !^&


27/43

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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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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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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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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/








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/








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 =====

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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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40/43

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


41/43

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


42/43

REINFORCEMENT BAR SCHEDULE




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


43/43

REINFORCEMENT BAR SCHEDULE




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

5th running civil works ,baluwatar

Documents