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Ph#: +92-42-99231737| Fax#: +92-42-99231739 | E-mail: engineering@daanishschool.edu.pk│Web site: www.daanishschools.edu.pk
Punjab Daanish Schools & Centers of Excellence Authority
BIDDING DOCUMENTS FOR CONSTRUCTION WORK OF
CENTERS OF EXCELLENCES IN ROJHAN
Japanese Cell Building, Research Station, Near Punjab University New Campus, Canal Bank, Lahore
PUNJAB DAANISH SCHOOLS AND CENTERS OF EXCELLENCE AUTHORITY - GOVERNMENT OF PUNJAB
Punjab Daanish Schools and Centers of Excellence Authority Government of the Punjab
RATE AMOUNT RATE AMOUNT EXCESS SAVING
A- MRS Items
1 Excavation in foundation of Building, Bridges
and other structures including dag-beiling
dressing ,refilling around structure with the
excavated earth (in ordinery soil).
%oCft 20722.00 2995.95 62082 5995.45 124238 62156 --
2 Rehandling of Ordinary earth upto lead
single throw of khassi
%oCft 31663.00 712.80 22569 1420.30 44971 22402 --
3
(a)cement concrete plain including placing,
compation, finishing and curing complete
(inculding screening and washing of stone
aggregate)i) Ratio 1:4:8
%Cft 1587.33 12198.10 193624 15907.20 252500 58876 --
3
(b)cement concrete plain including placing,
compation, finishing and curing complete
(inculding screening and washing of stone
aggregate)i) Ratio 1:4:8
%Cft 3304.00 12198.10 403025 -- -- 403025
Replaced with
item No. 5&6
4 cement concrete plain including placing,
compation, finishing and curing complete
(inculding screening and washing of stone
aggregate)i) Ratio 1:2:4
%Cft 1824.00 16018.50 292177 20668.80 376999 84821 --
5 Cement concrete brick or stone ballast 1½"
to 2" (40 mm to 50 mm) gauge, in
foundation and plinth Ratio 1: 6:12
%Cft 862.00 -- 10099.25 87056 87056 --Replaced with
item No. 3(b)
6 Cement concrete brick work or stone ballast
1-1/2" to 2" guage in foundation and plinth
ratio 1:6:18
%Cft 462.00 -- 9172.25 42376 42376 --Replaced with
item No. 3(b)
COMPLETION OF BUILDING OF CENTER OF EXCELLENCE GOVT. BOYS HIGH SCHOOL ROJHAN, DISTRICT
RAJANPUR
DNIT/ BILL OF QUANTITY (FOR BALANCE WORK AT RISK & COST OF ORIGNAL CONTRACTOR)
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
Page 2 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
7 Filling, watering and ramming earth under
floors with surplus earth from foundation,
etc.
%oCft 2001.00 2742.00 5487 2870.75 5744 258 --
8 Filling, watering and ramming earth under
floors with new earth excavated from
outside, lead upto one chain.
%oCft 32379.00 1685.70 54581 -- -- 54581
9 Filling, watering and ramming earth under
floors with new earth excavated from
outside, lead upto one miles.
%oCft 32379.00 -- 8470.00 274250 274250 --
10 Providing, laying, watering and ramming
dry brick ballast 1½" to 2"(40 mm to 50
mm)gauge complete in all respects.
% Cft 8090.00 2460.50 199054 3516.50 284485 85430 --
11 S/filling sand under floor or plugging in
well.
% Cft 108 1078.80 1165 1436.70 1552 387 --
12 P/L,2" thick PCC toping1:2:4 i/c surface
finishing and divding floor in pannel
complete
% Sft 96 2944.60 2827 4651.05 4465 1638 --
13 Brick on edge flooring laid in (1:6) cement
morter over a bed of 3/4"thick C.S. morter
1:6.
% Sft 146 5725.95 8360 7303.90 10664 2304 --
14 Providing and laying Tuff pavers, having
7000 PSI, crushing strength of approved
manufacturer, over 2" to 3" sand cushion i/c
grouting with sand in joints i/c finishing to
require slope complete in all respect. (50%
Grey / 50% Coloured) 60-mm thick
P.Sft 19920.00 80.00 1593600 94.45 1881444 287844 --
15 Pacca brick work in foundation and plinth in
Cement, sand mortar Ratio 1:6
%Cft 5451.00 13536.25 737861 16306.15 888848 150987 --
Page 3 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
16
(a)Pacca brick work in foundation and plinth in
Cement, sand mortar Ratio 1:4
%Cft 476.00 -- 17181.20 81783 81783 --
16
(a)Pacca brick work in foundation and plinth in
Cement, sand mortar Ratio 1:5
%Cft 476.00 13536.75 64435 -- -- 64435
17 Pacca brick work other than building 10'
height cement sand mortar 1:4
%Cft 1034.00 14231.30 147152 17735.80 183388 36237 --
18 Pacca brick work of 9" and above thickness
including rrmoval of surplus debris unused
material and by product ratio 1:5
Cement,sand morter e.t.c complete in all
respect
i) in Foundation and plinth %Cft 1606.13 13536.25 217409 16681.50 267926 50517 --
ii) Ground Floor %Cft 2549.00 14151.35 360718 17854.70 455116 94398 --
iii) First Floor %Cft 1558.97 14530.20 226521 18583.35 289709 63187 --
iv) Second Floor %Cft 1558.97 15002.75 233888 19472.50 303570 69682 --
v) Third Floor %Cft 1558.97 15475.30 241255 20361.65 317432 76177 --
vi) Forth Floor %Cft 674.91 16277.85 109861 21855.90 147508 37647 --
Page 4 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
19 Pacca brick work of 4-1/2" and above
thickness including rmoval of surplus debris
unused material and by product ratio 1:4
Cement,sand morter e.t.c complete in all
respect
Replaced with
item No. 20 of
MRS
i) Ground Floor %Cft 361.59 14539.20 52572 -- -- 52572
ii) First Floor %Cft 72.00 14918.05 10741 -- -- 10741
iii) Second Floor %Cft 433.59 15390.60 66732 -- -- 66732
iv) Third Floor %Cft 433.59 16242.00 70424 -- -- 70424
20 Pacca brick work of 4-1/2" and above
thickness including rmoval of surplus debris
unused material and by product ratio 1:5
Cement,sand morter e.t.c complete in all
respect
-- --
i) Ground Floor %Cft 361.59 -- 17854.70 64561 64561 --
ii) First Floor %Cft 72.00 -- 18583.35 13380 13380 --
iii) Second Floor %Cft 433.59 -- 19472.50 84431 84431 --
iv) Third Floor %Cft 433.59 -- 20361.65 88286 88286 --
Page 5 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
21 Providing and laying single layer of tile
9''x4.5''x1.5'' brick tiles grouted with cement
sand 1:3 laid over 4'' thick earth with 1''
mud plaster without bhoosa including cost
of 34lbs per %sft bitumen coating sand
blinded. (excluding cost of bitumen coating
sand blinded.) Third Floor roof
%Sft 3932.00 4484.66 176337 5022.15 197471 21134 --
22 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 in situ, complete in all
respects. Type B (nominal mix 1: 1½: 3)
ii) First Floor (2nd Storey) P.Cft 1789.00 274.65 491349 382.20 683756 192407 --
iii) Second Floor (3rd Storey) P.Cft 342.00 285.35 97590 403.50 137997 40407 --
iv) Third Floor (Fourth Storey) P.Cft 171.00 296.05 50625 424.80 72641 22016 --
v) Fourth Floor Mumty (Fourth Storey) P.Cft 1016.00 306.75 311658 446.10 453238 141580 --
23 Providing and laying damp proof course of
cement concrete 1:2: 4(using cement, sand
and shingle), including bitumen coating with
one coat bitumen and one coat polythene
sheet 500gauge 1½" thick (40 mm)
%Sft 44.00 3244.00 1427 4241.25 1866 439 --
Page 6 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
24 Fabrication of mild steel reinforcement for
cement concrete, including cutting, bending,
laying in position, making joints 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)
100Kg 1005.00 11000.00 110550 10019.60 100697 -- 9853
25 Fabrication of mild steel reinforcement for
cement concrete i/e cutting bending laying
in position making joints and fastenings for
bindings wire & labour charges for bending
of steel reingorcement (also includes
removal of rust from bar (deformed bares)
Grade-60
% Kg 1089.00 11000.00 119790 11652.95 126901 7111 --
26 Construction of khuras on roof 2'x2'x6" Each 15.00 304.90 4574 453.95 6809 2236 --
27 Cement Plaster ratio 1:3 under sofit of RCC
roof slabs only upto 20' height. 3/8"
%Sft 5264.00 1183.00 62273 1937.90 102011 39738 --
28 Cement plaster 1:4 on internal walls upto
20' (6.00 m) height and 1/2" (13 mm) thick.
Ground Floor
%Sft 21141.00 1034.80 218767 1706.80 360835 142068 --
29 1.5" thick mosaic flooring, consisting of 1/2"
mosaic topping of one part of cement sand
and marble powder in the ratio of marble
chips laid over 1" thick floor 1:2:4 cement
concrete including rubbing and polishing
complete with finishing using Gray cement
i) Ground Floor %Sft 3597.25 5351.40 192503 9339.45 335963 143460 --
ii) First Floor %Sft 4280.25 5565.25 238207 9765.55 417990 179783 --
Page 7 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
iii) Second Floor %Sft 1743.75 5779.10 100773 10191.65 177717 76944 --
iii) Second Floor %Sft 4575.00 5992.95 274177 10617.75 485762 211585 --
30 Providing and laying topping of cement
concrete 1:2:4, including surface finishing
and dividing in panels 1½"(40 mm) thick
%Sft 462.33 2286.45 10571 3626.20 16765 6194 --
31 1.5" thick mosaic flooring, consisting of 1/2"
mosaic topping of one part of cement sand
and marble powder in the ratio of marble
chips laid over 1" thick floor 1:2:4 cement
concrete including rubbing but without
polishing complete with finishing Over Head
Water Tank
%Sft 625.00 4796.65 29979 9189.45 57434 27455 --
32
(a)Mosaic dado or skirting with one part of
cement and marble powder in the ratio of
3:1 and two parts of marble chips, laid over
½"(13 mm) thick cement plaster 1:3,
including rubbing and polishing, complete
with finishing ½"(13 mm) thick
%Sft 1000.00 5563.90 55639 -- -- 55639
32
(b)Mosaic dado or skirting with one part of
cement and marble powder in the ratio of
3:1 and two parts of marble chips, laid over
3/8" thick cement plaster 1:3, including
rubbing and polishing, complete with
finishing 3/8" thick
%Sft 1000.00 -- 9177.70 91777 91777 --
33 Laying floor of approved white glazed tiles
1/4" thick,laid in white cement on a bed of
3/4" thick 1:2 cement mortar.
i) Ground Floor %Sft 1124.88 7271.20 81792 12419.30 139702 57910 --
Page 8 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
ii) First Floor %Sft 860.00 7485.05 64371 12845.40 110470 46099 --
iii) Second Floor %Sft 860.00 7698.90 66211 13271.50 114135 47924 --
iv) 3rd Floor %Sft 860.00 7912.75 68050 13697.60 117799 49750 --
34 Glazed tile in dado 1/4" thick in white
cement mixed over 1:2 cement,sand mortar
3/4" thick,including finishing. (White glazed
tiles) Ground Floor
%Sft 13989.50 7861.90 1099841 13530.75 1892884 793044 --
35 Single layer of tiles 9''x(4.5)''x(1.5)" laid
4"earth and 1"mud plasted without grouted
with cement sand in 1:3 on top of RCC roof
slab provided with 34 Lbs: bitumen coating
sand blinded.
% Sft 178 5021.35 8938 4083.05 7268 -- 1670
36 Khasi parnalas in cement sand morter
1:2:12" out side with finished smooth with a
floating coat of neat cement.
P.Cft 12 56.25 675 94.20 1130 455 --
37 bottom khurras of brick masonry in c/s
mortar 1:6 4'x2'.over 3 inch c.c1:4:8
Each 1 610.40 610 804.25 804 194 --
38 Making and fixing steel panelled door of M.S
sheet with forged door leave of M.S sheet
22 SWG fitted in hollowframe chowkat 3x4-
1/4 made of M.s sheet 18 SWG filled with
plain cement concrete 1:3:6 etc complete
with all fittings and hammer painting i/c
carriage to site and fixing in position
P. Sft 28 307.60 8613 347.35 9726 1113 --
Page 9 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
39 Providing and fixing windows consisting of M.S.
box section frame 2"x1½", (50x40mm) leaves
frame 1½"x1" (40x25mm) box section frame for
glazing 3/8"x3/8" (10x10mm) using 16 SWG
sheet 'U' shaped rubber supported with 1"x1/8"
(25x3mm) M.S. flat for fixing 3/16" (5 mm)
thick glass panes M.S. box section ½"x½"
(13x13mm) of 16 SWG for fixing 24 SWG wire
gauze on outer side by means of ¾"x1/8"
(20x3mm) M.S. flat and screws including grill of
M.S. flat ½"x1/8" (13x3mm) or ¼"x¼"
(6x6mm) square bar with independent frame of
½"x½" (13x13mm) box section of 16 SWG i/c
all C.P.
fitting and painting 3 coats complete in all
respect.
P.Sft 32 346.65 11093 467.30 14953 3860 --
40 Wite washing three coats on new surface in
side well.
% Sft 481 138.75 667 262.55 1263 596 --
41 Providing and fixing size 1.5"x3/8" marble
strips of any shade for dividing the mosaic
flooring into pannels.
P.Rft 12366.55 5.30 65543 6.60 81619 16077 --
42 Rubbing and polishing old grit/ mosaic floor,
including repairing voids, uneven surface,
complete in all respects (old grit floor)
%Sft 43966.56 1767.25 776999 1581.90 695507 -- 81492
43 Preparing Surface and painting of doors and
windows any type (including edges 3-coat)
New Surface
%Sft 8483.00 949.65 80559 1499.25 127181 46623 --
44 Preparing surface and painting with three 3
coats emulsion paint complete in all respect.
%Sft 181422 656.10 1190309 1105.70 2005982 815673 --
Page 10 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
45 1-1/2" thick first class Deodar wood wrought
joinery in doors and windows, etc. panelled,
or glazed,or fully glazed, fixed in position,
including chowkat, holdfast, hinges,tower
bolts, chocks, rubber stop, cleats/ G.I
clamps,handles and chord with
hooks,etc.complete (excluding sliding bolt or
lock).
P.Sft 459.00 311.30 142887 921.35 422900 280013 --
46 Providing and fixing 1½" (40mm) thick solid
flush door shutter (Approved Factory
Manufactured) with commercial ply (5 mm
thick) on both sides double pressed and
deodar wood lipping 1½"x3/8" (40mm x
10mm) around shutter including chromium
plated fitting, iron hinges with aluminium
kick plate 22 SWG on both sides & finger
plate complete in all respect.
P.Sft 4241.50 311.30 1320379 358.05 1518669 198290 --
47 Providing and fixng class room almirah
consiting of 1" (25mm) thick solid flush
shutter with deodar wood lipping ¼" (6
mm) thick all around (Approved Factory
Manufactured) fixed in deodar wood frame
3"x1" (75mm x 25mm) including full hinges
C.P. fittings with RCC (1:1½:3) shelves 1½"
(40 mm) thick including 3 coats of painting.
P.Sft 897.19 250.00 224298 374.05 335594 111296 --
48 Providing and fixing Vin board cabinet 3/4"
thick with drawers 3"deep in 'Kitchen
including termite proofing and polishing with
synthetic enamel as specified, with handles
hinges,screws etc., complete in all respects.
2' deep, with back
P.Sft 620.00 450.00 279000 648.15 401853 122853 --
Page 11 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
49 Providing and fixing M.S. sheet hollow
pressed frame of doors, windows, C.
windows, etc. (chowkat only) of 20SWG
welded with M.S. flat 6"x 1¼" x 1/8" (150
mmx30mmx3mm) 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 single rebate
P.Sft 450.00 -- 126.95 57128 57128 --
Replaced with
item No.10 of
NS
50 Providing/fixing stair railing consisting of
M.S. Box section size 1-1/2"x3" of 16 SWG
welded with M.S. flat 1"x1/8" continuously
and welded over M.S. square bars 5/8"x5/8"
punched in M.S. flat 2 ¾' high @ 5½" c/c
fixed in steps of stair I/C painting 3 coats
complete.
P.Rft 360.00 -- 528.30 190188 190188 --
Replaced with
item No. 11 of
NS
51 M.S flat grill 1/2" x 1/8"for windows M.S Flat
frame including painting complete in all
respect as shown on the drawings,
specifications and/ or as directed by the
Engineer.
P.Sft 6627.00 -- 183.45 1215723 1215723 --
Replaced with
Item No. 51
52 M.S square bar grill 3/8" x 3/8" for windows
complete.
P.Sft 6627.00 175.00 1159725 -- -- 1159725
53 Providing and fixing, approved quality
mortice lock.
Each 171.00 336.05 57465 525.20 89809 32345 --
54 Providing and fixing iron sliding bolt,10" long
complete in all respect
Each 171.00 82.05 14031 137.65 23538 9508 --
55 Glazing with plate glass 1/4" (6 mm) thick
including the cost deodar wood fillets and
putty Glazing upto 8 sft (0.75 sq.m)
P.Sft 900.00 79.85 71865 110.75 99675 27810 --
Page 12 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
56
(a)Providing and fixing all types of glazed
aluminium windows of anodized champagne
colour partly fixed and party sliding using
deluxe section of approved manufacturer
having Frame of size 100mm x 30mm using
frame at bottom, at top and side leaf leaf
frame sections of 60mm x 23mm at top &
bottom and size 45mm x 25mm at center
and size45mm x 25mm at sides, Jali leaf
frame size 43mm x 13mm i/c fine quality
aluminum jali, 5mm thick imported tinted
glass with rubber gasket using approved
standard latches, wheel, stopper, brush
chennel angle joint and hardware etc.
complete in all respect. 2mm thick
P.Sft 6627.00 294.80 1953640 751.75 4981847 3028208 --
56
(b)P/F Aluminum wire guaze for window fly
proofing
P.Sft 3314.00 175.00 579950 -- -- 579950
Electrification -- --
57 Supply and erection of PVC pipe for wiring
recessed in walls i/c clamps inspection
boxes, pull boxes, bends, tees, repairing
surface, etc., complete with all specials
-- --
20 mm dia Rft 50 23.95 1198 37.65 1883 685 --
25 mm dia Rft 50 23.00 1150 44.50 2225 1075 --
58 S/E of PVC conduit for wiring on surface
32mm dia.
P.Rft 559.00 29.00 16211 44.25 24736 8525 --
Page 13 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
59 Supply and erection of single core PVC
insulated copper conductor cables, in prelaid
PVC pipe/M.S. conduit/G.I pipe/wooden strip
batten/wooden casing an capping/G.I.
wire/trenches (rate for cables only)
-- --
i) 3/0.74 mm (3/0.029") P.Rft 11380.00 11.30 128594 11.30 128594 -- -- New item
ii) 7/0.74 mm (7/0.029") P.Rft 2680.00 50.00 134000 15.60 41808 -- 92192
iii) 7/0.91 mm (7/0.036") P.Rft 600.00 50.00 30000 22.55 13530 -- 16470
iv) 7/1.63 mm (7/0.064") P.Rft 400.00 68.00 27200 75.15 30060 2860 --
iv) 19/1.50 mm (19/0.052") P.Rft 600.00 105.45 63270 123.00 73800 10530 --
iv) 4- Core 19/1.50 mm (19/0.052") P.Rft 400.00 460.60 184240 503.70 201480 17240 --
60 Supply and erection of tube light, including
rod, choke, starter with frame, flexible wire,
including connection from ceiling rose, etc.,
complete.
-- --
i) single rod (40 watts) with one choke and
one starter.
Each 505.00 -- 670.60 338653 338653 -- Replaced with
item No.20 of
NSii) double rod (80 watts) with two choke and
two starter.
Each 55.00 -- 1247.60 68618 68618 -- Replaced with
item No. 21 of
NS61 Supply and erection of pole mounted street
light, holders, shade and glass, etc., for
fitting 125/250 wa0tts mercury vapour lamp
(including cost of lamps) Philips design.
Each 23.00 -- 5440.85 125140 125140 -- Replaced with
item No.22 of
NS
62 Supply and erection of ceiling rose No 4 18.05 72 36.75 147 75 --
Page 14 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
63 Supply and erection of button holder. No 3 20.15 60 29.35 88 28 --
64 Supply and erection of switches 5 Amp.
Piano Type
No 10 18.95 190 33.60 336 147 --
65 Supply and erection of 3 pin switches and
plug combined 5 Amp.
No 4 57.65 231 69.50 278 47 --
66 Supply and erection of 3 pin switches and
plug combined 10-15 Amp.
No 3 82.25 247 95.20 286 39 --
67 Supply and erection of switches 15-20 Amp. No 3 39.22 118 42.75 128 10 --
68 Supply and erection of m.s sheet box of 16
swg 4" deep complete 7" x 4"
No 3 125.15 375 198.35 595 220 --
Public Health
69 Providing and fitting 10 cm (4") gully trap,
including cementconcrete, cost of PVC
grating 15x15 cm (6"x6") andmasonry
chamber 30x30 cm (12"x12").
Each 5.00 565.45 2827 660.30 3302 474 --
70 Cast iron rain water downpipe fixed in
position, excludingheads and shoes, but
including painting and clamps, etc:-a) 4" dia
(100 mm) cast iron down pipe.
P.Rft 475.00 174.60 82935 212.85 101104 18169 --
71 Cast iron rain water downpipe fixed in
position, excludingheads and shoes, but
including painting and clamps, etc:-a) 3" dia
(100 mm) cast iron down pipe.
P.Rft 79.00 150.50 11890 189.00 14931 3042 --
72 Shoes, bends or offsets for cast iron rain
water down pipe,including fixing and
painting.
Each 24.00 256.65 6160 317.95 7631 1471 --
Page 15 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
73 Providing and fixing chromium plated bib
cock 1.5 cm (½")
Each 25.00 297.70 7443 332.75 8319 876 --
74 Providing and fixing chromium plated tee
stop cock,15 cm(1/2")
Each 159.00 424.90 67559 452.75 71987 4428 --
75 Providing and fitting, pillar cock 1/2" dia
chromium plated or brass oxidised single
way
Each 83.00 649.30 53892 698.75 57996 4104 --
76 Providing and fitting glazed earthen ware
water closet European type, excluding seat
and cover:-i) white
Each 18.00 1880.45 33848 2135.35 38436 4588 --
77 Providing and fitting glazed earthen ware
water closet, squatter type (Orisa pattern),
combined with foot rest.i) white
Each 25.00 1046.25 26156 1203.50 30088 3931 --
78 Providing and fitting glazed earthen ware
low down flushingcistern 13,63 litres (3-
gallons) capacity, including bracketset,
copper connection, etc. white
Each 43.00 1115.65 47973 1332.95 57317 9344 --
79 Providing and fixing, double seat and cover
only bakelite
Each 18.00 361.90 6514 334.20 6016 -- 499
80 Providing and fitting glazed earthen ware
wash hand basin 56x40 cm (22"x16")
including bracket set, waste pipe and
waste coupling, etc. white, with pedestal
Each 40.00 2158.65 86346 2484.20 99368 13022 --
81 Providing and fitting glazed earthen ware
wash hand basin 56x40 cm (22"x16")
including bracket set, waste pipe and waste
coupling, etc. white, without pedestal
Each 3.00 1452.40 4357 1737.80 5213 856 --
Page 16 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
82 Providing and fixing glazed earthen ware
sink, includingbracket set, waste pipe and
waste coupling 60x45 cm (24"x18")
Each 56.00 1440.50 80668 1702.60 95346 14678 --
83 Providing and fixing stainless steel sink with
drain board, size120x60 cm (48"x24")
including bracket set, waste pipe and waste
coupling.
Each 1.00 4014.90 4015 4425.40 4425 411 --
84 Providing and fixing looking glass 55x40 cm
(22"x16") size,and 5 mm thick, first quality.
Each 40.00 339.50 13580 382.30 15292 1712 --
85 Providing and fixing, chromium plated toilet
paper holder.
Each 18.00 291.25 5243 411.95 7415 2173 --
86 Providing and fitting, chromium plated or
brass oxidised,swan neck cock 15 mm (½")
dia.
Each 57.00 348.10 19842 374.75 21361 1519 --
87 Providing and fixing chromium plated bottle
trap with waste pipe, etc. complete 1-1/2"
dia
Each 43.00 618.15 26580 676.15 29074 2494 --
88 Providing and fixing, chromium plated soap
dish.
Each 41.00 167.50 6868 192.10 7876 1009 --
89 Providing, laying, cutting, jointing, testing
and disinfecting G.I. pipes of B.S.S. 1387-
1967 complete in all respects, with specials
and valves. (Medium quality)
i) 3" i/d (75 mm) P.Rft 22.00 548.15 12059 403.15 8869 -- 3190
ii) 2-1/2" i/d (75 mm) Forcemain P.Rft 91.30 426.00 38894 344.60 31462 -- 7432
90 Supply and fitting of cast iron manhole cover
with frame, etc. complete.iii) 60 cm (24")
dia
Each 2.00 1242.15 2484 1469.35 2939 454 --
Page 17 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
91 Providing and fixing gun metal peet/gate
valve (screwed)
i) 40 mm O.D Each 2.00 592.15 1184 592.15 1184 -- -- New item
ii) 80mm O.D Each 1.00 1900.15 1900 1900.15 1900 -- -- New item
92 Providing and fixing 1¼"x1¼"x3/16"
(31x31x5 mm) angle iron step, in manhole
chambers, including carriage and setting the
same in work to correct lines and levels.
Each 10.00 227.55 2276 2276 --Replaced with
item No. 12 of
NS
93 P/F cost iron floor trap of approved
manufacture including stainless steel grating
and cover 4"x3"
Each 40.00 335.50 13420 399.65 15986 2566 --
94 P/F P-Trap 110mm for cast iron complete in
all respect
Each 8.00 -- 464.70 3718 3718 -- Item replaced
with item 15 of
NS
Eternal Development -- --
95 Earth work excavation in open cutting for
sewers and manholes as shown in drawings
including shuttring and timbring, dressing to
correct section and dimentions according to
templates and levels and removing surface
water ,in all type of soil except shingle 9"
dia pipe line
%oCft 5905.00 2661.60 15717 5014.40 29610 13893 --
96 Pacca brick work in other than building in
Cement, sand mortar Ratio 1:6
%Cft 3000.00 13552.10 40656 16860.75 505823 465166 --
Page 18 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
97 Providing and laying RCC pipe molded with
cement concrete 1:11/2 :3 with spigot
socket or collar joint etc including cost of
reinforcement including the cost of carriage
from factory to site ,lowring in trenches to
correct alignment and grade , jointing,
cutting pipes where necessary finishing and
testing complete in all respects.
-- --
i) 9" dia pipe line P.Rft 300.00 336.75 101025 336.75 101025 -- --
ii) 6" dia pipe line P.Rft 150.00 131.65 19748 131.65 19748 -- --
98 Providing and fixing 6" thick R.C.C. manhole
cover with tee shaped C.I. frame of 22" I/d
(frame weighing 37.324 Kg. or one maund
as per Standard Drawing STD/PD No. 6, of
1977, complete in all respect.
P.Set 4.00 6939.65 27759 6939.65 27759 -- --
99 P/L RCC 1:2:4 in roof slab beam lintel etc
complete in all respect.
P.Cft 307.96 331.65 102135 331.65 102135 -- --
100 Extra for making and finishing benching
floor work in manhole chamber, with 1/8" (3
mm) thick cement finish.
%Sft 40.00 1534.10 614 1534.10 614 -- --
101 Bitumen coating to plastered or cement
concrete surface 14 lbs. per 100 Sft. (6.35
Kg per Sq.m)
%Sft 565.00 539.70 3049 540.00 3051 2 --
102 Cement pointing struck joints, on walls, upto
20' (6.00 m) hiehgt:- a) ratio 1:2 Extra cost
of labour and material for red oxide pigment
in cement pointing to match with the colour
of bricks
%Sft 8485 1289.40 109406 2140.50 181621 72216 --
Page 19 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
Raising Main
103 Earth work excavation of trenches in all
kinds of soil except cutting rock for water
supply pipe line upto 5' depth ground level
I/c trimming dressing sides, leveling the
beds of trenches to correct grade cutting
pits for jointing etc: complete in all respect.
for 6"pipe.
%oCft 33250 2661.10 88482 4271.00 142011 53529 --
104 P/L cuttig testing jinting and disinfecting
PVC pipe line of BSS class "B" working
pressure pipe line in trenches complete in
all respect:-i) 6" dia P.Rft 3000 283.90 851700 305.90 917700 66000 --
ii) 3" dia P.Rft 1000 98.25 98250 105.95 105950 7700 --
105 P/L cuttig testing jinting and disinfecting G.I
pipe line of BSS 1387complete in all respect.
Medium Quality 6" internal dia
P.Rft 500 865.40 432700 862.90 431450 -- 1250
106 P/F C.I special of BSS 'B' such as bends
tees,cross,coller,tail pices flanged, spigot
cap,flanged socket, tapper Circular ranch
plug etc.for PVC. Pipe line
P.Kg 860 109.20 93912 120.90 103974 10062 --
107 C.I. flanged special with glanged & flanged
joint 6" dia
P.Kg 580 729.35 423023 112.25 65105 -- 357918
108 providing and installing PVC tappered core
BSS Class B
i) 6" dia Each 30 165.75 4973 220.30 6609 1637 --
ii) 3" dia Each 10 96.50 965 136.85 1369 404 --
Page 20 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
109 Providing and fixing sluice valve of B.S.S.
quality and.weight, Class `B', for cast iron
pipe line, and Asbestos cement pipe line
(including cost of jointing material):-
i) 6" dia Each 3 10973.20 32920 13109.45 39328 6409 --
ii) 3" dia Each 7 5650.25 39552 6722.60 47058 7506 --
110 Providing and fixing, air valve 2½ (65mm)
dia of B.S.S. quality and weight (complete
with jointing material).b) double
Each 5 6456.20 32281 7625.60 38128 5847 --
111 P/L RCC i/e prestress concrete using course
sand screened grated and washed
aggregate in required complete in all respect
(Type-C Nominal mixed 1:2:4) without
shuttering.
P.Cft 84.13 181.85 15299 240.45 20229 4930 --
Tube Well
112 Direct rotary / reverse rotary drilling of bore
for tubewell in all types of soil except
shingle gravel and rock. From ground level
to 250 Ft. below ground level Dia 15-18 inch
P.Rft 250 342.40 85600 457.45 114363 28763 --
113 Providing strong substantially built box of
deodar wood 4ft. X 2-1/2 ft X 9 in with
compartments, lock and locking arrangment
for preserving samples of starta from bore
hole.
P.Job 1 8745.30 8745 10966.30 10966 2221 --
114 Furnishing samples of water from bore hole
(per set of two bottles)
P.Set 2 156.00 312 170.70 341 29 --
Page 21 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
115 Providing and installing, brass strainer in
tubewell bore hole, including sockets,
special sockets, studs, etc complete
8 " i/d, 3/16" (250 mm i/d 5 mm) thick
P.Rft 60 2241.90 134514 3136.65 188199 53685 --
116 Providing and installing M.S bail plug in tube
well bore hole 10 inch dia 3/16 inch thick 2
ft long
Each 1 3451.05 3451 3127.00 3127 -- 324
117 Providing and installing MS blind pipe socket
/ welded joints M.S reducer (where
necessary) in tube well bore hole including
jointing welding with strainer etc.complete.
10 inch dia M.S 1/4 inch thick
P.Rft 190 1793.10 340689 1943.50 369265 28576 --
118 Shrouding with graded pea gravel 3/8" to
1/8" dia around tubewell in borehole
P.Cft 425 68.50 29113 87.75 37294 8181 --
119 Development & testing of tubewell with
contractors own pumping machinary upto 72
hours or till the water is sand free and the
discharge is uniform. The development &
testing (D & T) will includinge measurement
and record of discharge & draw down after
every one hour interval and collection /
preservation of at least two water samples
at 12-24 hours interval for testing.
P.Hr 36 930.20 33487 812.60 29254 -- 4233
Total MRS "A" 21674284 30507976 11928039 3094347
Page 22 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
B- NON-MRS Items
1 P/F of Razor cut wire having double shape 04
Nos Pointer Razor @ 1-1/4" C/C in Spiral Shape
24" Dia Rings @ 3.33 Inches C/C Fixed with 02
Nos M.S Square Bar 1/2" X 1/2" Welded
Horizontally with M.s Angle Iron post 1-1/2" X 1-
1/2" X 3/16" Vertically @ 10' C/C 24" clear
height and 6" embedded in C.C 1:2: I/C M.S
Square Bar 1/2" X 1/2" X 2'.6" Long (24 Clear
Height and 6" Embedded in c.c 1:2:4) Vertically
@ 3'-4" C/C in between angle post duly welded
with horizontal square bars I/C Painting 3- coats
to M.s Square Bar and angle iron i/C Labour for
fixing at site as per approved design & Drawing
and as approved by the Engineer Incharge
P.Rft 500.00 304.00 152000 304.00 152000 -- -- New item
2 providing and fixing fair face brick
4.5''x3''x9'' jointing and pointing in 1:3
cement surkhi over 3/4'' thick cement sand
base mortor in 1:4 on walls including
scaffolding and cutting at any height from
floor level complete in all respect.
P.Sft 39471.00 125.00 4933875 137.75 5437130 503255 --
3 providing and fixing fair face brick jali
4.5''x1.5''x9'' jointing and pointing in 1:3
cement surkhi over 3/4'' thick cement sand
base mortor in 1:4 on walls including
scaffolding and cutting at any height from
floor level complete in all respect.
P.Sft 2531.50 100.00 253150 92.00 232898 -- 20252
4 Providing and fixing Pre-polished
12''x12''x3/4'' thick of approved quality,
colour, shade and texture Badal marble on
floor laid over 3/4'' thick 1:3 cement sand
morter i/c filling joints with white cement
and matching colour pigment complete in all
respect.
P.Sft 1688.00 85.00 143480 183.00 308904 165424 --
Page 23 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
5 Providing and fixing 12''x4''x1/2'' skirting
Badal marble tiles set with neat cement
paste over 1/2'' thick cement sand base
plaster (1:3) including grinding & polishing
i/c filling joints with white cement and
matching colour pigment complete in all
respect. .
P.Sft 3806.50 60.00 228390 112.00 426328 197938 --
6 Pre-polished Badal Marble slabs ¾" thick
of approved quality, colour, shade and
texture on Lab/ kitchen counter top set over
¾" thick 1:3 cement sand mortar i/c
bevelling of exposed edges and fillimg of
joints grouted with white cement mixed with
colour matching pigment complete i/c
bevelling on exposed edges. (kitchen
Counter)
P.Sft 979.50 150.00 146925 221.00 216470 69545 --
7 Providing and laying prepolished Badal
marble on treads of stairs laid in white
cement over 3/4" thick cement mortar (1:3)
i/c filling joints in white cement and colour
matching pigment and bevelling on exposed
edges complete in all respect.
P.Sft 2146.50 150.00 321975 221.00 474377 152402 --
8 Providing and laying prepolished Badal
marble on risers of stairs 1/2" thick full piece
laid in white cement over 3/4" thick cement
mortar (1:3) i/c filling joints in white cement
and colour matching pigment and bevelling
on exposed edges complete in all respect.
P.Sft 954.00 125.00 119250 128.00 122112 2862 --
9 Providing and Fixing in position, White
writing board 8'x4' of laminated sheet both
side laminated 3/4" thick i/c deodar wood
3/4"x1/2" beading all around i/c fixing nails,
screws, rawal bolts etc. and chalk tray of
deodar wood complete in all respect as
directed by the Engineer Incharge.
P.Sft 1216.00 70.00 85120 107.00 130112 44992 --
Page 24 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
10 Providing, fabricating and fixing 18 SWG
M.S. Sheet hollow pressed jamb frame
(factory primmed) for doors welded with
M.S. flat 9"x1"x1/8" hold fasts i/c welding/
screwing 4" long iron hinges, filling 1:4
cement sand mortar for the jamb frame and
embedding hold fast in the adjoining walls
with 1:2:4 concrete, enamel painting etc.
complete in all respects as shown on the
drawings and/ or as directed by the
Engineer, in-conformance with following
sizes. (6"x2½") single rebat.
P.Sft 450.00 160.00 72000 -- -- -- 72000
Replaced with
MRS Item
11 Providing, fabricating and fix 2" dia 18
gauge M.S pipe railing welded with 1½" dia
18 gauge M.S pipe baluster at specified
distance, including enamel painting as
shown in the drawings and / or as directed
by the Engineer.
P.Rft 360.00 850.00 306000 -- -- -- 306000
Replaced with
MRS Item
12 Providing and fitting malleble iron steps
10"x8" of 8 kg in chamber including carrage
and setting the same in correct lines and
levels complete in all respect
Each 10.00 1500.00 15000 -- -- -- 15000
Replaced with
MRS Item
Page 25 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
13 Providing, fixing, jointing and testing
Polypropylene Random Copolymer (PPRC)
pipes or approved equivalent pressure pipe
for cold & hot water as per DIN 8077-
8078,PN-20 for pipes and DIN 16962,PN-25
for fittings (polyfusion welded joints) inside
building including fittings and specials
(sockets, tees, elbows, bends, crosses,
reducers, adaptor, plugs and union etc.)
supported on walls or suspended from roof
slab or run in chases including pipe hangers,
supports, cutting and making good the
chases and holes, complete in all respects.
i) 25mm O.D P.Rft 100.00 125.00 12500 48.00 4800 -- 7700
ii) 32mm O.D P.Rft 100.00 175.00 17500 71.00 7100 -- 10400
iii) 40mm O.D P.Rft 200.00 225.00 45000 108.00 21600 -- 23400
iv) 50mm O.D P.Rft 50.00 275.00 13750 171.00 8550 -- 5200
v) 63mm O.D P.Rft 50.00 350.00 17500 254.00 12700 -- 4800
vi) 75mm O.D P.Rft 270.00 500.00 135000 418.00 112860 -- 22140
14 P/F cutting jointing and testing upvc
sewerage , drainage & vent pipe including
cost of clamp complete in all respect
-- --
i) 3" i/d P.Rft 300.00 300.00 90000 126.00 37800 -- 52200
ii) 4" i/d P.Rft 250.00 375.00 93750 181.00 45250 -- 48500
15 P/F P-Trap 110mm for upvc pipe complete
in all respect.
Each 8.00 1200.00 9600 -- -- -- 9600 Replaced with
MRS Item
Page 26 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
16 P/F PPRC cowl for vent pipe -- --
i) 3" dia Each 4.00 150.00 600 94.00 376 -- 224
ii) 4" dia Each 20.00 200.00 4000.00 123.00 2460.00 -- 1540
17 P/F UPVC multi Floor Trap 4"x3" complete in
all respect.
Each 40.00 1500.00 60000.00 -- 60000
18 S/f 6"dia C.I. None return valve B.S.S on
delevery ends .
Each 2.00 0.00 14000 28000 28000 --
19 P/F Muslim Shower with C.P. double bib
cock 1/2" dia of approved make i/c flexible
pipe 1-metre length 1/2" dia complete in all
respect (Master or Equivalent)
Each 18.00 1250.00 22500 2200 39600 17100 --
20 1x36W surface mount Philips type GMP
015/136 with cover or approved equivalent.
Each 505.00 1500.00 757500 -- 757500Replaced with
MRS Item
21 2x36W surface mount Philips type GMP
015/136 with cover or approved equivalent.
Each 55.00 2500.00 137500 -- 137500Replaced with
MRS Item
22 Water tight wall luminaire with clear glass
suaitable for 1x75 watt HIT lamp Ip65 die
cast alumunim and stainless steel body
approved by the engineer.
Each 23.00 7500.00 172500 -- 172500
Replaced with
MRS Item
23 Providing and fixing MS well cap on tubewell
i/c welding 1/8" thick 12" dia
Each 1 500.00 500 500
Page 27 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
24 Providing installing at site and testing of
(Approved Manufacture) make vertical turbine
pump .025 Cusecs discharge 100 ft. head with
15 Hp 1450 RPM or higher asper
recommendations of the pump manufacturers,
i/c 90 ft net length of column pipe,
assembly, 380/440 volts 50 cycles, vertical
AC electric motor approved Munafacture
including cost of all electro-mechanical
components, fiting and allied works given below
providing installing testing and commissioning
motor control unit consisting of magnetic
contector circuit breaker on / off switch
indication lamps EOCR voltmeter apmare meter
auto manual selector switch apmare select
switch volt slector switch C.T time indication
Lamps etc, complete as per manufacturer
recommendation
P.Set 1.00 952380.00 952380.00 952380 952380 0 New item
Power wiring in 7/0.064 gauge single core PVC
insulated copper wire in PVC pipes thimbles etc
complete from main switch to motor starter
panels to motor
Double piont power earthing according to
WAPDA specification of electric panel board
main switch and motor in 8 SWG/GI wire duly
encased in 1/2" inside dia light weight G.I pipe
laid from earthing point to panels main switch
and electric motor
Single phase light wiring in 3/0.029 size PVC
insulated copper wire duly encased in PVC pipes
of appropriate size including 1 No single
phase 15 AMP. main switch china made
1 No
Page 28 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
power outlet of 15 AMP 2 Nos water proof
bulk head lights with bulb fixed outside the
pump house and 2 Nos swan neck brass
brackets with with bulbs inside the pump house
complete with necessary control switch
including connection withen existing single
phase energy point
Providing and fixing delivery pipe of 6" dia M.S
'B' class pipe from discharge head upto outside
the pump house or upto the start of existing
rising main including providing fixing of all
special and fitting 01 No sluice valve 1 No
non return valve 2-1/2 inch size double action
air valve with
2-1/2 inch insde dia G.I extension duly
provided
with holding clamps embedded in well of the
chamber including 01 No 2-1/2 inch gate valve
1 No
2-1/2 inch gate valve 01 No 1 No Brass foot
valve 2 inch I/d 4 Nos pressure gauge of
rang upto 200 psi complete with 1/2" inch
i/d 'B' class G.I pipe ferrule 1 No plug cock
(sui- gas Type) fixed on wall inside the pump
house complete including nuts bolts and rubber
insertion sheet and painting of delivery pipe
fitting special in 2 coat of red lead primer paint
as per standerd drawing complete
Providing and hanging in a suitable location
along the wall of pumping chamber duly glass
framed chart showing detailed inventory of
pumping machinery and all its components as
per size and design approved by the engineer in
charge
Page 29 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
25 Providing and installing and testing of 4 inch
size kent water meter (UK made) in delivery
piping complete with 2 Nos M.S flanges of 3/4
inch thickness nuts bolts and rubber inserting
sheetProviding tool kit including 01 No spanner set
of 1 inch size and down 01 No screw set 01
No adjustable screw wrench 12 inch size 01
No insulated plier of 8 inch 1 No spare blades
and 01 No medium size hammer and 01 No
electric tester complete with tool kit box
Providing and installing 01 No chain pully block
china made 3 ton capacity with 5 meter chain
complete with M.S clamps for fixing with
existing R.S joint and hoisting sling of 3/4" size
wire rope of feet length 01 Nos
Providing and installing wire 7/0.064" size PVC
insulated copper protector cable upto 30 meter
from WAPDA installed electric pole outside
pump house to the existing main switch inside
the pump house including single strad of 8 SWG
G.Iwire with holding clamps with holding clips
hookand stay wire and necessary dowel bolts
nuts for the fixing with the wall of pumphouse
and making hole in pump house wall and its
restoration after crossing the electri cable
complete
Cost of 01 No Pump
26 Celling fan 56" sweep complete with all
accessories including regulater approved by
the engineer incharge.
Each 281.00 4000.00 1124000 3500.00 983500 -- 140500
27 Exhaust fan 12" sweep Plastic body
including all accesries i/c making connection
upto one meter with existing point complete
in all respect.
Each 11.00 3500.00 38500 2100.00 23100 -- 15400
28 Wiring Of RJ45 outlets with CAT 6 Cable in
already installed conduit.
P.Rft 1000.00 75.00 75000 23.45 23450 -- 51550
30000 30000.00 30000 0Each 1 30000.00
Page 30 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
29 Computer network outlet points comet
prison of RJ 45 connecter front plate PVC
outlet box etc complete in all respect
Each 40.00 2500.00 100000 286.20 11448 -- 88552
DISTRIBUTION BOARD30 D.B with TP adjustable setting incoming
moulded case circuit breaker and SP
miniature circuit breakers.
Each 2.00 60000.00 120000 -- 120000 Replaced with
Item No.33 of
NS
31 D.B with TP adjustable setting incoming
moulded case circuit breaker and SP
miniature circuit breakers.
Each 3.00 50000.00 150000 -- 150000 Replaced with
Item No.33 of
NS
32 D.B with TP adjustable setting incoming
moulded case circuit breaker and SP
miniature circuit breaker.
Each 1.00 60000.00 60000 -- 60000 Replaced with
Item No.33 of
NS
33 DISTRIBUTION BOARD 80-AMP
INCOMING
01-80 Amps TP MCCB RC=15KA
03 Nos. Phase indication lamps of colour
Red, Yellow, Blue.
03 Nos. 2 Amps fuses
01 Nos Digital Voltmeter scaled 0-500 Volts
of appropriate sizes.
01Nos.Voltmeter selector switch
05 Nos.copper bus bars 80 Ampere,three
phase, netural and earth.
OUTGOING
03-80 Amps TP MCCB RC=15 KA
12-80 Amps TP MCCB RC=15 KA
15-80 Amps TP MCCB RC=15 KA
P.Job 6.00 44000.00 264000 264000 --
Page 31 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
34 EARTHING SYSTEMi) Boring of earth 4” dia upto permanent water table.
ii) Supply and instalation of G.I pipe 2" dia light
quality to be installed in pre-made bore i/c all
accessories like tees, bends sockets, etc pipe shall be
connected to tinned copper spikes as per detail
shown on drawings complete in all respects as
approved by the Engineer Incharge.
iii) Supply and instalation tinned copper spikes to be
manufactored as per detail shown on drawing spikes
shall be connected/ screws at bottom of G.I pipe i/c
all accessories like brass nuts, bolts washers etc
complete in all respects as approved by th Engineer
Incgarge.
iv) Supply and instalation of 70 mm2 bare standerd
electrolytc copper conductor leas in prelaid G.I pipe
and connected to tinned copper spikes as shown on
drawings two No. of each leas to be installed i/c all
accessories like brass nuts, bolts, washers etc.
complete in all respects as approved by th Engineer v) Supply and instalation tinned earth test link to
earthing pit consisting of copper plate with fixing
arrangement on the wall of man holw i/c brass nuts,
bolts, washers lugs etc complete in all respects as
approved by th Engineer Incgarge.
vi) Construction of earthing pit (man hole) of internal
size 18"18"24" deep with 9" thcik brick wall with
cement mortar internal plaster 1:4 RCC 4" thick cover
with lifting hocks i/c all accessories complete in all
respects as approved by th Engineer Incgarge
vii) P/F copper thimble 70 mm dia.
viii) P/L earthing activailing chemical agent
Pot.Niterate, Sdium Chlorade (each in equal weight)
ix) Testing and commissing of earthing system along
with all testing accessories complete in all respect.
35 LT main panel board designated as MPB-N with
all installation and operational accessories as
per site requirements, as per tender
specifications, drawings and as directed by the
Engineer.
P.Job 1.00 450000.00 450000 -- 450000Replaced with
item No.36 of
NS
P.Job 2.00 75000.00 150000 75000.00 150000 -- --
Page 32 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
CONTRACT
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
36 MAIN DISTRIBUTION BOARD 630-AMP
INCOMING
01-630 Amps TP MCCB RC=15KA
03 Nos. Phase indication lamps of colour Red, Yellow,
Blue.
03 Nos. 2 Amps fuses
01 Nos Digital Voltmeter scaled 0-500 Volts of
appropriate sizes.
01Nos.Voltmeter selector switch
05 Nos.copper bus bars 630 Ampere,three phase,
netural and earth.
OUTGOING
06-80 Amps TP MCCB RC=15 KA
02-80 Amps TP MCCB RC=15 KA (Extra)
P.Job 1.00 227000 227000 227000 --
Total Non-MRS "B" 11616245 10486804 1673017 2802458
Grand Total A+B 33290529 40994780 13601056 5896805
Say in Million 33.291 40.995 13.601 5.897
Note :
Amount of work as per MRS for 1st
Biannual 2017Amount of work as per original contract
Rs. 33290529 - 2.5%
Difference
Rs. 40994780 Amount to be charged to project Rs. 32458266
(i) B.O.Q is based on rates for 1st Bi-annual 2017 i.e. from Jan Ist, 2017 to June 30th, 2017
(ii) In case of any ambiguity regarding rate, MRS/ Input rates of Finance Department displayed on web-site for 1st Bi-annual 2017 i.e.
from Jan Ist, 2017 to June 30th, 2017 shall be followed.
Rate quoted by the contractor __________ % Above / Below
Rs. 32458266Amount to be recovered from original
contract Rs. 8536514
Rs. 8536514 Total Rs. 40994780
Chief Quantity Evaluator PDS-CEA Lahore
Sub Engineer General Manager (Engg)PDS-CEA Lahore
Manager EngineeringPDS-CEA Lahore
Page 33 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
A- MRS Items
1 Excavation in foundation of Building, Bridges
and other structures including dag-beiling
dressing ,refilling around structure with the
excavated earth (in ordinery soil).
%oCft 7243 2995.95 21700 5995.45 43425 21725 --
2 Rehandling of Ordinary earth upto lead of
1640ft. (500m radius within the property of
Govt Girls Central Model High School)
%oCft 1888 1773.82 3349 1420.30 2682 -- 667
3
(a)cement concrete plain including placing,
compation, finishing and curing complete
(inculding screening and washing of stone
aggregate)i) Ratio 1:4:8
%Cft 3066 12198.10 373994 15907.20 487715 113721 --
3
(b)cement concrete plain including placing,
compation, finishing and curing complete
(inculding screening and washing of stone
aggregate)i) Ratio 1:4:8
%Cft 1550 12198.10 189071 -- 189071Replaced with
item No. 5 & 6
of MRS
4 cement concrete plain including placing,
compation, finishing and curing complete
(inculding screening and washing of stone
aggregate)i) Ratio 1:2:4
%Cft 1461 15788.50 230670 20668.80 301971 71301 --
5 Cement concrete brick or stone ballast 1½ "
to 2" (40 mm to 50 mm) gauge, in
foundation and plinth Ratio 1: 6:12
%Cft 1462 10099.25 147651 147651 --
6 Cement concrete brick work or stone ballast
1-1/2" to 2" guage in foundation and plinth
ratio 1:6:18
% Cft 88 9172.25 8072 8072 --
COMPLETION OF BUILDING OF CENTER OF EXCELLENCE GOVT. GIRLS HIGH SCHOOL ROJHAN, DISTRICT
RAJANPUR
DNIT/ BILL OF QUANTITY (FOR BALANCE WORK AT RISK & COST OF ORIGNAL CONTRACTOR)
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
Page 34 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
7 Filling, watering and ramming earth under
floors with surplus earth from foundation,
etc.
%oCft 2901 2742.00 7955 2870.75 8328 374 --
8 Filling, watering and ramming earth under
floors with new earth excavated from
outside, lead upto one chain.
%oCft 33999 1685.70 57312 -- 57312
9 Filling, watering and ramming earth under
floors with new earth excavated from
outside, lead upto one miles.
%oCft 33999 8470.00 287972 287972 --
10 Providing, laying, watering and ramming
dry brick ballast 1½" to 2"(40 mm to 50
mm)gauge complete in all respects.
% Cft 9000 2460.50 221445 3516.50 316485 95040 --
11 Providing and laying Tuff pavers, having
7000 PSI, crushing strength of approved
manufacturer, over 2" to 3" sand cushion i/c
grouting with sand in joints i/c finishing to
require slope complete in all respect. (50%
Grey / 50% Coloured) 60-mm thick
P.Sft 24600 80.00 1968000 94.45 2323470 355470 --
12 Pacca brick work in foundation and plinth in
Cement, sand mortar Ratio 1:6
%Cft 3001 13536.25 406223 16306.15 489348 83125 --
13 Pacca brick work other than building 10'
height cement sand mortar 1:4
%Cft 509 14231.30 72437 17735.80 90275 17838 --
14 Pacca brick work of 9" and above thickness
including rrmoval of surplus debris unused
material and by product ratio 1:5
Cement,sand morter e.t.c complete in all
respect
i) in Foundation and plinth %Cft 987 13536.25 133629 16681.50 164678 31050 --
ii) Ground Floor %Cft 345 14151.35 48822 17854.70 61599 12777 --
Page 35 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
iii) Second Floor %Cft 709 15002.75 106431 19472.50 138140 31709 --
15 Pacca brick work of 4-1/2" and above
thickness including rmoval of surplus debris
unused material and by product ratio 1:4
Cement,sand morter e.t.c complete in all
respect
Replaced with
item No. 16 of
MRS
i) Ground Floor %Cft 72 14539.20 10468 -- 10468
ii) First Floor %Cft 72 14918.05 10741 -- 10741
iii) Second Floor %Cft 72 15390.60 11081 -- 11081
16 Pacca brick work of 4-1/2" and above
thickness including rmoval of surplus debris
unused material and by product ratio 1:5
Cement,sand morter e.t.c complete in all
respect
i) Ground Floor %Cft 72 17854.70 12855 12855 --
ii) First Floor %Cft 72 18583.35 13380 13380 --
iii) Second Floor %Cft 72 19472.50 14020 14020 --
17 Providing and laying 9''x4.5''x1.5'' brick tiles
grouted with cement sand 1:3 laid over 4''
thick earth with 1'' mud plaster without
bhoosa including cost of 34lbs per %sft
bitumen coating sand blinded. (excluding
cost of bitumen coating sand blinded.) Third
Floor roof
%Sft 3357 4082.95 137065 5022.15 168594 31529 --
Page 36 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
18 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 in situ, complete in all
respects. Type B (nominal mix 1: 1½: 3)
i) Ground Floor P.Cft 792 263.95 209048 360.90 285833 76784 --
ii) First Floor P.Cft 171 274.65 47039 382.20 65459 18420 --
iii) Second Floor P.Cft 171 285.35 48872 403.50 69107 20236 --
iv) Third Floor P.Cft 171 296.05 50625 424.80 72641 22016 --
v) Fourth Floor (Mumty) P.Cft 66 296.05 19539 446.10 29443 9903 --
19 Fabrication of mild steel reinforcement for
cement concrete, including cutting, bending,
laying in position, making joints 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)
100Kg 288 11000.00 31645 10019.60 28824 -- 2820
20 Fabrication of mild steel reinforcement for
cement concrete i/e cutting bending laying
in position making joints and fastenings for
bindings wire & labour charges for bending
of steel reingorcement (also includes
removal of rust from bar (deformed bares)
Grade-60
% Kg 1806 11000.00 198638 11652.95 210429 11791 --
21 Construction of khuras on roof 2'x2'x6" Each 5 304.90 1525 453.95 2270 745 --
Page 37 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
22 Cement Plaster ratio 1:3 under sofit of RCC
roof slabs only upto 20' height. 3/8"
%Sft 1200 1183.00 14196 1937.90 23255 9059 --
23 Cement plaster 1:4 on internal walls upto
20' (6.00 m) height and 1/2" (13 mm) thick.
i) Ground Floor %Sft 3295 1034.80 34097 1706.80 56239 22142 --
ii) First Floor %Sft 2090 1034.80 21627 1706.80 35672 14045 --
iii) 2nd Floor %Sft 2544 1034.80 26325 1706.80 43421 17096 --
24 1.5" thick mosaic flooring, consisting of 1/2"
mosaic topping of one part of cement sand
and marble powder in the ratio of marble
chips laid over 1" thick floor 1:2:4 cement
concrete including rubbing and polishing
complete with finishing using Gray cement
i) Ground Floor %Sft 97 5351.40 5198 9339.45 9071 3874 --
ii) First Floor %Sft 648 5565.25 36063 9765.55 63281 27218 --
iii) Second Floor %Sft 1335 5779.10 77151 10191.65 136059 58908 --
25 1.5" thick mosaic flooring, consisting of 1/2"
mosaic topping of one part of cement sand
and marble powder in the ratio of marble
chips laid over 1" thick floor 1:2:4 cement
concrete including rubbing but without
polishing complete with finishing Over Head
Water Tank
%Sft 625 4796.65 29979 9189.45 57434 27455 --
Page 38 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
26 Mosaic dado or skirting with one part of
cement and marble powder in the ratio of
3:1 and two parts of marble chips, laid over
½"(13 mm) thick cement plaster 1:3,
including rubbing and polishing, complete
with finishing ½"(13 mm) thick
%Sft 1000 5563.90 55639 10044.30 100443 44804 --
27 Laying floor of approved white glazed tiles
1/4" thick,laid in white cement on a bed of
3/4" thick 1:2 cement mortar.
i) Ground Floor %Sft 684 7271.20 49735 12419.30 84948 35213 --
ii) First Floor %Sft 446 7485.05 33383 12845.40 57290 23907 --
iii) 2nd Floor %Sft 446 7698.90 34337 13271.50 59191 24854 --
28 Glazed tile in dado 1/4" thick in white
cement mixed over 1:2 cement,sand mortar
3/4" thick,including finishing. (White glazed
tiles)
i) Ground Floor %Sft 2277 7861.90 179015 13530.75 308095 129080 --
ii) First Floor %Sft 1645 7861.90 129328 13530.75 222581 93253 --
ii) 2nd Floor %Sft 1645 7861.90 129328 13530.75 222581 93253 --
29 Providing and fixing size 1.5"x3/8" marble
strips of any shade for dividing the mosaic
flooring into pannels.
P.Rft 1941 5.30 10287 6.60 12811 2523 --
30 Rubbing and polishing old grit/ mosaic floor,
including repairing voids, uneven surface,
complete in all respects (old grit floor)
%Sft 41215 1490.90 614474 614474 --
Page 39 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
31 Preparing Surface and painting of doors and
windows any type (including edges 3-coat)
New Surface
%Sft 5071 949.65 48157 1499.25 76027 27870 --
32 Preparing surface and painting with three 3
coats emulsion paint complete in all respect.
%Sft 151389 656.10 993262 1105.70 1673906 680644 --
33 1-1/2" thick first class Deodar wood wrought
joinery in doors and windows, etc. panelled,
or glazed,or fully glazed, fixed in position,
including chowkat, holdfast, hinges,tower
bolts, chocks, rubber stop, cleats/ G.I
clamps,handles and chord with
hooks,etc.complete (excluding sliding bolt or
lock).
P.Sft 340 311.30 105842 921.35 313259 207417 --
34 Providing and fixing 1½" (40mm) thick solid
flush door shutter (Approved Factory
Manufactured) with commercial ply (5 mm
thick) on both sides double pressed and
deodar wood lipping 1½"x3/8" (40mm x
10mm) around shutter including chromium
plated fitting, iron hinges with aluminium
kick plate 22 SWG on both sides & finger
plate complete in all respect.
P.Sft 2534 311.30 788834 358.05 907299 118465 --
35 Providing and fixng class room almirah
consiting of 1" (25mm) thick solid flush
shutter with deodar wood lipping ¼" (6
mm) thick all around (Approved Factory
Manufactured) fixed in deodar wood frame
3"x1" (75mm x 25mm) including full hinges
C.P. fittings with RCC (1:1½:3) shelves 1½"
(40 mm) thick including 3 coats of painting.
P.Sft 748 250.00 187033 374.05 279838 92806 --
Page 40 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
36 Providing and fixing Vin board cabinet 3/4"
thick with drawers 3"deep in 'Kitchen
including termite proofing and polishing with
synthetic enamel as specified, with handles
hinges,screws etc., complete in all respects.
2' deep, with back
P.Sft 620 450.00 279000 648.15 401853 122853 --
37 Providing and fixing M.S. sheet hollow
pressed frame of doors, windows, C.
windows, etc. (chowkat only) of 20SWG
welded with M.S. flat 6"x 1¼" x 1/8" (150
mmx30mmx3mm) 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 single rebate
P.Sft 450 126.95 57128 57128 --
Replaced with
item No.9 of NS
38 Providing/fixing stair railing consisting of
M.S. Box section size 1-1/2"x3" of 16 SWG
welded with M.S. flat 1"x1/8" continuously
and welded over M.S. square bars 5/8"x5/8"
punched in M.S. flat 2 ¾' high @ 5½" c/c
fixed in steps of stair I/C painting 3 coats
complete.
P.Rft 1125 528.30 594338 594338 --
Replaced with
item No. 10 of
NS
39
(a)M.S flat grill 1/2" x 1/8"for windows M.S Flat
frame including painting complete in all
respect as shown on the drawings,
specifications and/ or as directed by the
Engineer.
P.Sft 5985 183.45 1097948 1097948 --
39
(b)M.S square bar grill 3/8" x 3/8" for windows
complete .
P.Sft 5985 175.00 1047375 -- 1047375
40 Providing and fixing, approved quality
mortice lock.
Each 110 336.05 36966 525.20 57772 20807 --
Page 41 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
41 Providing and fixing iron sliding bolt,10" long
complete in all respect
Each 110 82.05 9026 137.65 15142 6116 --
42 Glazing with plate glass 1/4" (6 mm) thick
including the cost deodar wood fillets and
putty:a) Glazing upto 8 sft (0.75 sq.m)
P.Sft 570 79.85 45515 110.75 63128 17613 --
43
(a)Providing and fixing all types of glazed
aluminium windows of anodized champagne
colour partly fixed and party sliding using
deluxe section of approved manufacturer
having Frame of size 100mm x 30mm using
frame at bottom, at top and side leaf leaf
frame sections of 60mm x 23mm at top &
bottom and size 45mm x 25mm at center
and size45mm x 25mm at sides, Jali leaf
frame size 43mm x 13mm i/c fine quality
aluminum jali, 5mm thick imported tinted
glass with rubber gasket using approved
standard latches, wheel, stopper, brush
chennel angle joint and hardware etc.
complete in all respect. 2mm thick
P.Sft 4681.50 294.80 1380106 751.75 3519318 2139211 --
43
(b)P/F Aluminum wire guaze for window P.Sft 2642.00 175.00 462350 -- 462350
Page 42 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
Electrification
44 S/E of PVC conduit for wiring on surface
25mm dia.
P.Rft 2800 75.00 210000 25.30 70840 -- 139160
45 Supply and erection of single core PVC
insulated copper conductor cables, in prelaid
PVC pipe/M.S. conduit/G.I pipe/wooden strip
batten/wooden casing an capping/G.I.
wire/trenches (rate for cables only)
i) 3/0.74 mm (3/0.029") P.Rft 6400 11.30 72320 11.30 72320 -- -- New item
ii) 7/0.74 mm (7/0.029") P.Rft 5400 50.00 270000 15.60 84240 -- 185760
iii) 7/0.91 mm (7/0.036") P.Rft 4800 50.00 240000 22.55 108240 -- 131760
iv) 7/1.63 mm (7/0.064") P.Rft 2700 68.00 183600 75.15 202905 19305 --
46 S/E of pvc sheated 4 core copper condutor
cable with G.I wire 16 SWG E.I Portion
i) 4 Core 35mm 19/.064" P.Rft 200 700.00 140000 749.40 149880 9880 --
ii) 4 Core 185mm37/.103" P.Rft 447 3700.00 1655121 3701.05 1655591 470 --
47 Supply and erection of tube light, including
rod, choke, starter with frame, flexible wire,
including connection from ceiling rose, etc.,
complete.
i) single rod (40 watts) with one choke and
one starter.
Each 335 670.60 224651 224651 -- Replaced with
item No. 18 of
NSii) double rod (80 watts) with two choke and
two starter.
Each 70 1247.60 87332 87332 -- Replaced with
item No. 19 of
NSPublic Health
Page 43 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
48 Providing and fitting 10 cm (4") gully trap,
including cementconcrete, cost of PVC
grating 15x15 cm (6"x6") andmasonry
chamber 30x30 cm (12"x12").
Each 5 565.45 2827 660.30 3302 474 --
49 Cast iron rain water downpipe fixed in
position, excludingheads and shoes, but
including painting and clamps, etc:-a) 4" dia
(100 mm) cast iron down pipe.
P.Rft 250 174.60 43650 212.85 53213 9563 --
50 Cast iron rain water downpipe fixed in
position, excludingheads and shoes, but
including painting and clamps, etc:-a) 3" dia
(100 mm) cast iron down pipe.
P.Rft 70 150.50 10535 189.00 13230 2695 --
51 Shoes, bends or offsets for cast iron rain
water down pipe,including fixing and
painting.
Each 20 256.65 5133 317.95 6359 1226 --
52 Providing and fixing chromium plated bib
cock 1.5 cm (½")
Each 30 297.70 8931 332.75 9983 1052 --
53 Providing and fixing chromium plated tee
stop cock,15 cm(1/2")
Each 100 424.90 42490 452.75 45275 2785 --
54 Providing and fitting, chromium plated or
brass oxidised,i) single way pillar cock 1/2"
dia
Each 50 649.30 32465 698.75 34938 2473 --
55 Providing and fitting glazed earthen ware
water closet European type, excluding seat
and cover:-i) white
Each 6 1880.45 11283 2135.35 12812 1529 --
Page 44 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
56 Providing and fitting glazed earthen ware
water closet, squatter type (Orisa pattern),
combined with foot rest.i) white
Each 20 1046.25 20925 1203.50 24070 3145 --
57 Providing and fitting glazed earthen ware
low down flushingcistern 13,63 litres (3-
gallons) capacity, including bracketset,
copper connection, etc. white
Each 26 1115.65 29007 1332.95 34657 5650 --
58 Providing and fixing, double seat and cover
only bakelite
Each 6 361.90 2171 334.20 2005 -- 166
59 Providing and fitting glazed earthen ware
wash hand basin 56x40 cm (22"x16")
including bracket set, waste pipe and
waste coupling, etc. white, with pedestal
Each 20 2158.65 43173 2484.20 49684 6511 --
60 Providing and fitting glazed earthen ware
wash hand basin 56x40 cm (22"x16")
including bracket set, waste pipe and waste
coupling, etc. white, without pedestal
Each 8 1452.40 11619 1737.80 13902 2283 --
61 Providing and fixing glazed earthen ware
sink, includingbracket set, waste pipe and
waste coupling 60x45 cm (24"x18")
Each 60 1440.50 86430 1702.60 102156 15726 --
62 Providing and fixing stainless steel sink with
drain board, size120x60 cm (48"x24")
including bracket set, waste pipe and waste
coupling.
Each 1 4014.90 4015 4425.40 4425 411 --
63 Providing and fixing looking glass 55x40 cm
(22"x16") size,and 5 mm thick, first quality.
Each 20 339.50 6790 382.30 7646 856 --
Page 45 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
64 Providing and fixing, chromium plated toilet
paper holder.
Each 6 291.25 1748 411.95 2472 724 --
65 Providing and fitting, chromium plated or
brass oxidised,swan neck cock 15 mm (½")
dia.
Each 30 348.10 10443 374.75 11243 800 --
66 Providing and fixing chromium plated bottle
trap with waste pipe, etc. complete
Each 30 618.15 18545 676.15 20285 1740 --
67 Providing and fixing, chromium plated soap
dish.
Each 50 167.50 8375 192.10 9605 1230 --
68 Providing and fixing sluice valve of B.S.S.
quality and weight, Class `B', for cast iron
pipe line, and Asbestos cement pipe line
(including cost of jointing material) 3" i/d
(75 mm)
Each 2 5153.90 10308 6722.60 13445 3137 --
69 Providing, laying, cutting, jointing, testing
and disinfecting G.I. pipes of B.S.S. 1387-
1967 complete in all respects, with specials
and valves. (Medium quality)
i) 3" i/d (75 mm) P.Rft 30 548.15 16445 403.15 12095 -- 4350
ii) 2-1/2" i/d (75 mm) Forcemain P.Rft 105 426.00 44730 314.60 33033 -- 11697
70 Supply and fitting of cast iron manhole cover
with frame, etc. complete.iii) 60 cm (24")
dia
Each 7 1242.15 8695 1469.35 10285 1590 --
71 Providing and fixing gun metal peet/gate
valve (screwed)
i) 40 mm O.D each 2 2000.00 4000 592.15 1184 -- 2816 New item
Page 46 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
ii) 80mm O.D each 1 3000.00 3000 1900.15 1900 -- 1100 New item
72 Providing and fixing 1¼"x1¼"x3/16"
(31x31x5 mm) angle iron step, in manhole
chambers, including carriage and setting the
same in work to correct lines and levels.
Each 8 1500.00 12000 227.55 1820 -- 10180
73 P/F cost iron floor trap of approved
manufacture including stainless steel grating
and cover 4"x3"
Each 40 1500.00 60000 399.65 15986 -- 44014
74 P/F P-Trap 110mm for upvc pipe complete
in all respect
Each 10 464.70 4647 4647 -- Replaced with
item No. 14 of
NS
Eternal Development
75 Earth work excavation in open cutting for
sewers and manholes as shown in drawings
including shuttring and timbring ,dressing to
correct section and dimentions according to
templates and levels and removing surface
water ,in all type of soil except shingle 9" dia
pipe line
%oCft 7130 2661.60 18977 5014.40 35753 16775 --
76 Providing and laying RCC pipe molded with
cement concrete 1:11/2 :3 with spigot
socket or collar joint etc including cost of
reinforcement including the cost of carriage
from factory to site ,lowring in trenches to
correct alignment and grade , jointing,
cutting pipes where necessary finishing and
testing complete in all respects.
Page 47 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
i) 9" dia pipe line P.Rft 500 336.75 168375 336.75 168375 -- -- New item
ii) 6" dia pipe line P.Rft 300 131.65 39495 131.65 39495 -- -- New item
77 Providing and fixing 6" thick R.C.C. manhole
cover with tee shaped C.I. frame of 22" I/d
(frame weighing 37.324 Kg. or one maund
as per Standard Drawing STD/PD No. 6, of
1977, complete in all respect.
P.Set 8 6939.65 55517 6939.65 55517 -- -- New item
78 P/L RCC 1:2:4 in roof slab beam lintel etc
complete in all respect.
P.Cft 505 331.65 167483 331.65 167483 -- -- New item
79 Extra for making and finishing benching
floor work in manhole chamber, with 1/8" (3
mm) thick cement finish.
%Sft 80 1534.10 1227 1534.10 1227 -- -- New item
80 Rehandling of earth lead up to single throw
of kasi phaorah or shovel.
%oCft 5000 1420.30 7102 1420.30 7102 -- -- New item
Page 48 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
Septic Tank81 Boring for tubewell in all types of soil except
shingle and rock from ground lavel to 100
depth i/c sinking and with drawing of casing
pipe complete. 4'' dia pipe
P.Rft 500 83.20 41600 83.20 41600 -- -- New item
82 P/I PVC strainer BSS class D in tubewell
bore hole i/c socket & solbent etc complete
2'' dia pipe
P.Rft 140 92.50 12950 92.50 12950 -- -- New item
83 P/I PVC blind pipe BSS class D in tubewell
bore hole i/c socket & solvents & jointing
with strainer etc complete.
i). 2'' dia pipe P.Rft 460 89.70 41262 89.70 41262 -- -- New item
ii). 1.5'' dia pipe P.Rft 460 64.25 29555 64.25 29555 -- -- New item
iii).1.25'' dia pipe P.Rft 150 53.10 7965 53.10 7965 -- -- New item
iv). 4'' dia pipe P.Rft 150 289.90 43485 289.90 43485 -- -- New item
84 P/I PVC bail plug/ end plug in tubewell bore
hole BSS class D 2'' dia
Each 2 68.10 136 68.10 136 -- -- New item
85 P/F gun matle peet over gate valve screwed
1.25'' dia
Each 4 442.15 1769 442.15 1769 -- -- New item
86 P/L RCC i/e prestress concrete using course
sand screened grated and washed
aggregate in required complete in all respect
(Type-C Nominal mixed 1:2:4) without
shuttering.
Cft 84 240.45 20229 240.45 20229 -- -- New item
Total MRS "A" 14854376 20894021 8362533 2322888
Page 49 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
B- NON-MRS Items
1 providing and fixing fair face brick
4.5''x3''x9'' jointing and pointing in 1:3
cement surkhi over 3/4'' thick cement sand
base mortor in 1:4 on walls including
scaffolding and cutting at any height from
floor level complete in all respect.
P.Sft 6050 125.00 756250 137.15 829758 73508 --
2 providing and fixing fair face brick jali
4.5''x1.5''x9'' jointing and pointing in 1:3
cement surkhi over 3/4'' thick cement sand
base mortor in 1:4 on walls including
scaffolding and cutting at any height from
floor level complete in all respect.
P.Sft 448 100.00 44800 92.00 41216 -- 3584
3 Providing and fixing Pre-polished
12''x12''x3/4'' thick of approved quality,
colour, shade and texture Badal marble on
floor laid over 3/4'' thick 1:3 cement sand
morter i/c filling joints with white cement
and matching colour pigment complete in all
respect.
P.Sft 2325 85.00 197625 183.00 425475 227850 --
4 Providing and fixing 12''x4''x1/2'' skirting
Badal marble tiles set with neat cement
paste over 1/2'' thick cement sand base
plaster (1:3) including grinding & polishing
i/c filling joints with white cement and
matching colour pigment complete in all
respect. .
P.Sft 3626 60.00 217530 112.00 406056 188526 --
Page 50 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
5 Pre-polished Badal Marble slabs ¾" thick
of approved quality, colour, shade and
texture on Lab/ kitchen counter top set over
¾" thick 1:3 cement sand mortar i/c
bevelling of exposed edges and fillimg of
joints grouted with white cement mixed with
colour matching pigment complete i/c
bevelling on exposed edges.
P.Sft 1306 150.00 195900 221.00 288626 92726 --
6 Providing and laying prepolished Badal
marble on treads of stairs laid in white
cement over 3/4" thick cement mortar (1:3)
i/c filling joints in white cement and colour
matching pigment and bevelling on exposed
edges complete in all respect.
P.Sft 1650 150.00 247500 221.00 364650 117150 --
7 Providing and laying prepolished Badal
marble on risers of stairs 1/2" thick full piece
laid in white cement over 3/4" thick cement
mortar (1:3) i/c filling joints in white cement
and colour matching pigment and bevelling
on exposed edges complete in all respect.
P.Sft 1373 125.00 171625 128.00 175744 4119 --
8 Providing and Fixing in position, White
writing board 8'x4' of laminated sheet both
side laminated 3/4" thick i/c deodar wood
3/4"x1/2" beading all around i/c fixing nails,
screws, rawal bolts etc. and chalk tray of
deodar wood complete in all respect as
directed by the Engineer Incharge.
P.Sft 1152 70.00 80640 107.00 123264 42624 --
Page 51 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
9 Providing, fabricating and fixing 16 SWG
M.S. Sheet hollow pressed jamb frame
(factory primmed) for doors welded with
M.S. flat 9"x1"x1/8" hold fasts i/c welding/
screwing 4" long iron hinges, filling 1:4
cement sand mortar for the jamb frame and
embedding hold fast in the adjoining walls
with 1:2:4 concrete, enamel painting etc.
complete in all respects as shown on the
drawings and/ or as directed by the
Engineer, in-conformance with following
sizes. (6"x2½") single rebat.
P.Sft 450 175.00 78750 -- 78750
10 Providing, fabricating and fix 2" dia 18
gauge M.S pipe railing welded with 1½" dia
18 gauge M.S pipe baluster at specified
distance, including enamel painting as
shown in the drawings and / or as directed
by the Engineer.
P.Rft 1125 850.00 956250 -- 956250
11 Providing, fixing, jointing and testing
Polypropylene Random (PPR) pipes or
approved equivalent pressure pipe for cold &
hot water as per DIN 8077-8078,PN-20 for
pipes and DIN 16962,PN-25 for fittings
(polyfusion welded joints) inside building
including fittings and specials (sockets, tees,
elbows, bends, crosses, reducers, adaptor,
plugs and union etc.) supported on walls or
suspended from roof slab or run in chases
including pipe hangers, supports, cutting
and making good the chases and holes,
complete in all respects.
-- --
i) 25mm O.D P.Rft 150 125.00 18750 48.00 7200 -- 11550
Page 52 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
ii) 32mm O.D P.Rft 100 175.00 17500 71.00 7100 -- 10400
iii) 40mm O.D P.Rft 100 225.00 22500 108.00 10800 -- 11700
iv) 50mm O.D P.Rft 50 275.00 13750 171.00 8550 -- 5200
v) 63mm O.D P.Rft 150 350.00 52500 254.00 38100 -- 14400
vi) 75mm O.D P.Rft 300 500.00 150000 418.00 125400 -- 24600
12 Providing and fitting malleble iron steps
10"x8" of 8 kg in chamber including carrage
and setting the same in correct lines and
levels complete in all respect
Each 8 1500.00 12000 -- 12000
13 P/F cutting jointing and testing upvc
sewerage , drainage & vent pipe including
cost of clamp complete in all respect
-- --
i) 3" i/d P.Rft 400 300.00 120000 126.00 50400 -- 69600
ii) 4" i/d P.Rft 300 375.00 112500 181.00 54300 -- 58200
14 P/F P-Trap 110mm for upvc pipe complete
in all respect.
Each 10 1200.00 12000 -- 12000
15 P/F PPRC cowl for vent pipe -- --
i) 3" dia Each 4 150.00 600 94.00 376 -- 224
ii) 4" dia Each 20 200.00 4000 123.00 2460 -- 1540
Page 53 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
16 P/F Muslim Shower with C.P. double bib
cock 1/2" dia of approved make i/c flexible
pipe 1-metre length 1/2" dia complete in all
respect (Master or Equivalent)
Each 18 1250.00 22500 2200.00 39600 17100 --
17 P/F Goldamatic pump model G1, with 2.0 HP
Electric motor i/c ejector and Non-return
valvue 27-mm section of 35mm head i/c
making electric and water supply connection
at siet compolete in all respect.
Each 2 14000.00 28000 14000.00 28000 -- -- New item
18 1x36W surface mount Philips type GMP
015/136 with cover or approved equivalent.
Each 335 1500.00 502500 -- 502500 MRS item at
Sr. No.47
19 2x36W surface mount Philips type GMP
015/136 with cover or approved equivalent.
Each 70 2500.00 175000 -- 175000 MRS item at
Sr. No.47
20 Celling fan 56" sweep complete with all
accessories including regulater approved by
the engineer incharge.
Each 230 4000.00 920000 3500.00 805000 -- 115000
21 Exuast fan 12" sweep Plastic body including
all accesries i/c making connection upto one
meter with existing point complete in all
respect.
Each 14 3500.00 49000 2100.00 29400 -- 19600
22 Wiring Of RJ45 outlets with CAT 6 Cable in
already installed conduit.
P.Rft 2450 75.00 183750 23.45 57453 -- 126298
23 Computer network outlet points comet
prison of RJ 45 connecter front plate PVC
outlet box etc complete in all respect
Each 90 2500.00 225000 286.20 25758 -- 199242
Page 54 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
DISTRIBUTION BOARD -- --
24 D.B with TP adjustable setting incoming
moulded case circuit breaker and SP
miniature circuit breakers.
Each 2 55000.00 110000 -- 110000 Replaced with
Item No.27 of
NS
25 D.B with TP adjustable setting incoming
moulded case circuit breaker and SP
miniature circuit breakers.
Each 3 65000.00 195000 -- 195000 Replaced with
Item No.27 of
NS
26 D.B with TP adjustable setting incoming
moulded case circuit breaker and SP
miniature circuit breaker.
Each 1 65000.00 65000 -- 65000 Replaced with
Item No.27 of
NS
27 DISTRIBUTION BOARD 80-AMP
INCOMING
01-80 Amps TP MCCB RC=15KA
03 Nos. Phase indication lamps of colour
Red, Yellow, Blue.
03 Nos. 2 Amps fuses
01 Nos Digital Voltmeter scaled 0-500 Volts
of appropriate sizes.
01Nos.Voltmeter selector switch
05 Nos.copper bus bars 80 Ampere,three
phase, netural and earth.
OUTGOING
03-80 Amps TP MCCB RC=15 KA
12-80 Amps TP MCCB RC=15 KA
15-80 Amps TP MCCB RC=15 KA
P.Job 6 44000.00 264000 264000 --
Page 55 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
28 EARTHING SYSTEMi) Boring of earth 4” dia upto permanent water table.
ii) Supply and instalation of G.I pipe 2" dia light
quality to be installed in pre-made bore i/c all
accessories like tees, bends sockets, etc pipe shall be
connected to tinned copper spikes as per detail
shown on drawings complete in all respects as
approved by the Engineer Incharge.
iii) Supply and instalation tinned copper spikes to be
manufactored as per detail shown on drawing spikes
shall be connected/ screws at bottom of G.I pipe i/c
all accessories like brass nuts, bolts washers etc
complete in all respects as approved by th Engineer
Incgarge.
iv) Supply and instalation of 70 mm2 bare standerd
electrolytc copper conductor leas in prelaid G.I pipe
and connected to tinned copper spikes as shown on
drawings two No. of each leas to be installed i/c all
accessories like brass nuts, bolts, washers etc.
complete in all respects as approved by th Engineer v) Supply and instalation tinned earth test link to
earthing pit consisting of copper plate with fixing
arrangement on the wall of man holw i/c brass nuts,
bolts, washers lugs etc complete in all respects as
approved by th Engineer Incgarge.
vi) Construction of earthing pit (man hole) of internal
size 18"18"24" deep with 9" thcik brick wall with
cement mortar internal plaster 1:4 RCC 4" thick cover
with lifting hocks i/c all accessories complete in all
respects as approved by th Engineer Incgarge
vii) P/F copper thimble 70 mm dia.
viii) P/L earthing activailing chemical agent
Pot.Niterate, Sdium Chlorade (each in equal weight)
ix) Testing and commissing of earthing system along
with all testing accessories complete in all respect.
29 LT main panel board designated as MPB-N with
all installation and operational accessories as per
site requirements, as per tender specifications,
drawings and as directed by the Engineer.
P.Job 1 450000.00 450000 -- 450000 Replaced with
item No.30 of
NS
P.Job 2 75000.00 150000 75000.00 150000 -- --
Replaced with
item No. 30 of
NS
Page 56 of 57
RATE AMOUNT RATE AMOUNT EXCESS SAVING
Sr # DESCRIPTION UNITBALANCE
QTY
RATE AS PER ORIGINAL
COMPARATIVE
RATE BASED ON
1ST-BI-ANNUAL 2017COST IMPACT
REMARKS
30 MAIN DISTRIBUTION BOARD 630-AMP
INCOMING
01-630 Amps TP MCCB RC=15KA
03 Nos. Phase indication lamps of colour Red,
Yellow, Blue.
03 Nos. 2 Amps fuses
01 Nos Digital Voltmeter scaled 0-500 Volts of
appropriate sizes.
01Nos.Voltmeter selector switch
05 Nos.copper bus bars 630 Ampere,three
phase, netural and earth.
OUTGOING
06-80 Amps TP MCCB RC=15 KA
02-80 Amps TP MCCB RC=15 KA (Extra)
P.Job 1 227000.00 227000 227000 --
Total Non-MRS "B" 6558720 4585685 1254603 3227638
Grand Total A+B 21413096 25479706 9617136 5550526
Say in Million 21.413 25.480 9.617 5.551
Note :
Amount of work as per MRS for 1st
Biannual 2017Amount of work as per original contract
Rs. 21413096 - 2.5%Difference
Rate quoted by the contractor __________ % Above / Below
(i) B.O.Q is based on rates for 1st Bi-annual 2017 i.e. from Jan Ist, 2017 to June 30th, 2017
(ii) In case of any ambiguity regarding rate, MRS/ Input rates of Finance Department displayed on web-site for 1st Bi-annual 2017
i.e. from Jan Ist, 2017 to June 30th, 2017 shall be followed.
Rs. 4601937 Total Rs. 25479706
Rs. 25479706 Amount to be charged to project Rs. 20877769
Rs. 20877769Amount to be recovered from
original contract Rs. 4601937
Chief Quantity Evaluator PDS-CEA Lahore
Sub Engineer Manager EngineeringPDS-CEA Lahore
Page 57 of 57
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