19 Ce 107
19 Ce 107
This Estimate is Priced on MRS Bi-annual Period (1st August, 2013 to 31st January, 2014) Distt. Sargodha
1 Excavation in foundation of building, bridges and other structures, including dig
belling, dressing, refilling around structure with excavated earth, watering and
ramming lead upto one chain and lift upto 5 ft. in ordinary soil.
No Length Width Height Total Qty.
Walls 9" 1 214.85 2.50 3.00 1611.38 "
Inner Walls 4-1/2" 1 112.53 2.13 3.00 717.38 "
0.00 "
Total 2328.75 Cft
@ Rs. 11.777 P/Cft Rs. 27425.73
2 Spraying anti-termite BIFLEX PRE CONSTRUCTION
(3 Stages) standard procedure. (i-Foundation, ii- Under
Floors, iii- Outer Barrier)
Covered Area
1250 Sft @ Rs. 9.90 P/Sft Rs. 12375.00
3 Cement concrete brick or stone ballast 1½ " to 2” gauge, in foundation and
plinth Ratio (1:6:12):-
No Length Width Height Total Qty.
Walls 9" 1 214.85 2.50 0.75 402.84 "
Inner Walls 4-1/2" 1 112.53 2.13 0.33 79.10 "
0.00 "
Total 481.94 Cft
@ Rs. 262.704 P/Cft Rs. 126607.85
4 Fabrication of mild steel reinforcement for cement concrete, including cutting, bending,
laying in position, making joints and chairs, etc.and fastenings, including cost of binding
wire and labour charges for binding of steel reinforcement (also includes removal of rust
from bars). deformed bars:- Grade 40
Take 3.50 Kg. of Qty. Item above RCC. 1526 Cft
1526 Cft (x) 3.50 5339.82 Kgs
Page 1 of 20
@ Rs. 557.40 P/Cft Rs. 526344.81
7 _______ do _______ Ratio (1:1-1/2:3), G. Floor
No Length Width Height Total Qty.
Col. 1 1.50 1.50 14.75 33.19 Cft
Gate Col. 2 1.50 1.50 9.00 40.50 "
Total 73.69 Cft
@ Rs. 613.00 P/Cft Rs. 45170.44
8 Pacca brick work in foundation and plinth in Cement sand mortar. Ratio (1:6)
Page 2 of 20
Deductions
No Length Width Total Qty.
Gate 1 14.00 0.75 10.50 Sft
D-1 1 3.50 0.75 2.63 "
D-2 3 3.00 0.75 6.75 "
D-3 3 2.50 0.75 5.63 "
D-4 1 2.50 0.38 0.94 "
0.00 "
Total 26.44 Sft
14 Providing and fixing M.S. sheet hollow pressed frame 10" wide of doors, windows, C.
windows, etc. (chowkat only) of 14 SWG welded with M.S. flat 6"x 1¼" x 1/8"
(150mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4"
(100 mm) long iron hinges, including filling chowkat with cement sand mortar (1:8) and
embedding holdfast in cement concrete 1:2:4, complete in all respects. i) single rebate
Page 3 of 20
No Length Width Total Qty.
D-1 1 3.50 7.00 24.50 Sft
D-2 3 3.00 7.00 63.00 "
D-3 3 2.50 7.00 52.50 "
D-4 1 2.50 7.00 17.50 "
Total 157.50 Sft
Page 4 of 20
Window Shades W
W-1 2 5.00 2.00 20.00 "
Col. 3 1.50 10.00 45.00 "
Porch Beams 1 14.75 1.00 14.75 "
1 3.75 1.00 3.75 "
Parapep 2x2 4 50.00 1.50 300.00 "
2x2 4 27.00 1.50 162.00 "
0.00 "
Total 1590.52 Sft
25 Pacca brick work other than building upto 10ft.in cement sand mortar (1:6).
No Length Width Height Total Qty.
M.H. 4 11.00 0.75 4.00 132.00 "
Total 132.00 Cft
Page 5 of 20
No Length Width Total Qty.
Opening 1 1 7.40 5.17 38.26 Sft
Opening 2 1 4.90 4.75 23.28 "
0.00 "
Total 61.53 Sft
Page 6 of 20
No Length Width Total Qty.
Porch 1 11.25 13.00 146.25 Sft
Bedroom 1 1 12.00 11.00 132.00 "
Bedroom 2 1 12.75 11.00 140.25 "
T. V. Lounge 1 16.50 12.50 206.25 "
Kitchen 1 8.67 7.40 64.16 "
Drawing Room 1 10.00 11.00 110.00 "
Lobby 1 1 6.75 5.00 33.75 "
Lobby 2 2 2.70 3.50 18.90 "
0.00 "
Total 851.56 Sft
Page 7 of 20
36 Providing and laying 4" wide tile border of MASTER/approved make, design, quality &
colour laid over 3/4" morter (1:3) i/c filling of joints with colour pigment, complete in all
respect and satisfaction of Engineer Incharge.
No Length Total Qty.
Bath Rooms # 01 2 5.60 11.20 Rft
2 5.20 10.40 "
# 02 2 5.60 11.20 "
2 5.20 10.40 "
# 03 2 7.70 15.40 "
2 4.70 9.40 "
0.00 "
Total 68.00 Rft
37 Providing and laying Coloured glazed tiles (8"x8") of MASTER / Eqv., laid in white cement
and pigment on a bed of ¾" thick cement mortar (1:2) i/c filling with coloured pigment.
Complete in all respects and as approved by Engineer Incharge.
No Length Width Total Qty.
Kitchen 2 8.67 6.00 104.04 Sft
2 7.40 6.00 88.80 "
0.00 "
Total 192.84 Sft
Page 8 of 20
No Length Width Total Qty.
Building Portion 2 27.00 16.00 16.00 Sft
2 50.00 16.00 1600.00 "
0.00 "
Total 1616.00 Sft
@ Rs. 58.116 P/Sft Rs. 93915.46
41 Earthwork excavation in open cutting for sewers and manholes as shown in drawings
including shuttering and timbering,dressing to correct section and dimensions according to
templates and levels, and removing surface i) 0 ft. to 7.0 ft. depth
Page 9 of 20
55 Providing and laying PPR-C pipe for water supply complete with all fittings, complete in all
respects. (MASTER / ESEN / TURK / Eqv.)
(i) 25 mm dia 100 Rft @ Rs. 76.50 P/Rft Rs. 7650.00
(ii) 32 mm dia 100 Rft @ Rs. 124.50 P/Rft Rs. 12450.00
56 Providing and laying R.C.C. pipe sewers, moulded with cement concrete 1:1½:3
conforming to ASTM specification C-76-79, Class II. Wall B, including carriage of pipe from
factory to site of work, lowering in trenches correct alignment and grade, jointing with
rubber ring cutting pipes where necessary, testing, etc., complete.
12" Dia 150 Rft @ Rs. 756.6 P/Rft Rs. 113490.00
57 Providing, laying, cutting, jointing, testing and disinfecting G.I. Pipe line in trenches, with
socket joints, using G.I. pipes of B.S.S. 1387-1967 complete in all respects. Medium
Quality.
(i) 1/2" dia 40 Rft @ Rs. 145.30 P/Rft Rs. 5812.00
(ii) 3/4" Dia 100 Rft @ Rs. 204.05 P/Rft Rs. 20405.00
(iii) 1" dia 50 Rft @ Rs. 289.40 P/Rft Rs. 14470.00
(iv) 1-1/2" dia 60 Rft @ Rs. 465.95 P/Rft Rs. 27957.00
58 Providing and fitting of water supply monoblock pump 1"x1" LINZ make or
Diamond or Golden / Equivalent with 1 BHP Motor copper wire winding and
double emperal, including cost of boring upto required depth, Loring, filter, foot
valve, PVC pipe, steel shed etc. complete in all respects as approved by the
Engineer.
1 Nos. @ Rs. 19399.80 Each Rs. 19399.80
59 P/F plastic made water tank (OHR) super tuff / DURA/ Eqv. i/c float switch &
connection with water supply line, complete with fitting. complete with all
necessary connections
300 Gallon @ Rs. 11194.00 P/Gln Rs. 3358200.00
60 P/F Geyzer 35 gallon with automatic thermostate complete with fitting as
approved by Engineer Incharge. (CANNON/Singer/ Nas Gas/ approved quality
or make)
1 Nos. @ Rs. 44968.95 per/sft Rs. 44968.95
61 Electric Work (w.r.t Plinth Area)
Plinth Area 1350 sft @ Rs. 89.00 per/sft Rs. 120150.00
62 Sui Gas Installation (w.r.t Plinth Area)
Plinth Area 1350 sft @ Rs. 52.00 per/sft Rs. 70200.00
63 Plumbing and Sanitory Works (w.r.t Plinth Area)
Plinth Area 1350 sft @ Rs. 121.00 per/sft Rs. 163350.00
Page 10 of 20
Area of 01 House 1350 Sft
Page 11 of 20
Page 12
BILL OF QUANTITIES
S.No. DESCRIPTION / ITEM UNIT QTY. RATE (Rs.) AMOUNT (Rs.)
1 Excavation in foundation of building, bridges and other
structures, including dig belling, dressing, refilling around
structure with excavated earth, watering and ramming lead
upto one chain and lift upto 5 ft. in ordinary soil.
P/Cft 15045.94
2 Spraying anti-termite BIFLEX PRE CONSTRUCTION (3
Stages) standard procedure. (i-Foundation, ii- Under
Floors, iii- Outer Barrier) P/Sft 5956
3 Cement concrete brick or stone ballast 1½ " to 2” gauge, in
foundation and plinth Ratio (1:6:12):- P/Cft 3472.76
4 Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in position,
making joints and chairs, etc.and fastenings, including cost
of binding wire and labour charges for binding of steel
reinforcement (also includes removal of rust from bars).
deformed bars:- Grade 40
P/Kg. 12442.76
6 Reinforced cement concrete in (1:2:4) in slab of rafts / strip
foundation, base slab of column and retaining walls; etc
and other structural members not requiring form work (i.e.
horizontal shuttering) complete in all respects:-
P/Cft 98
6 Reinforced cement concrete in roof slab, beams, extra
columns lintels, girders and other structural members laid
in situ or precast laid in position, or prestressed members
cast 3) in situ, complete in all respects. Ratio (1:2:4), i) G.
Floor P/Cft 3386.82
7 _______ do _______ Ratio (1:1-1/2:3), G. Floor P/Cft 70.26
8 Pacca brick work in foundation and plinth in Cement sand
mortar . Ratio (1:6) P/Cft 7967
9 Filling, watering and ramming Earth under floors:- i) with
surplus earth from foundation, etc. P/Cft 10080.77
ii- with new earth excavated from outside, lead up to 5 miles.
P/Cft 17184.40
10 Providing and laying damp proof course of cement
concrete1:2:4 (using cement, sand and shingle), including
bitumen coating with one coat of bitumen and one layer of
polythene sheet 500 gauge. 1.1/2" thick :-
P/Sft 1870.64
11 Providing and laying vertical damp proof course with
cement sand plaster with one coat of bitumen and one
layer of polythene sheet 500 gauge Ratio (1:3), 3/4" thick:
P/Sft 1410
12 Pacca brick work in G / floor Cement sand mortar:- Ratio
(1:6) P/Cft 9686.12
13 _______ do _______ Ratio (1:4), G / Floor P/Cft 306.28
Sub Total of Page 1 of 7
Page 13
Each 2
76 Supplying, Erection of ceiling capacitor type fans complete
in all respect including baldes, rods, canopy, M.S fan box
in required shape and dimmer as approved by the
Engineer incharge size 56" (GFC/ROYAL)( Deluxe Large
Size) Each 30
77 Supply and erection of only security light (Without energy
Saver) with holder Porcelain (Ring Type) ,Iron cover
Energy Saver FittingType complete as approved by the
Engineer incharge Each 20
78 Supply and erection of Energy saver 23 Watt (Philips)
Each 80
In Words. ________________________________________________________________________
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