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Ph#: +92-42-99231737| Fax#: +92-42-99231739 | E-mail: [email protected]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

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Page 1: Punjab Daanish Schools and Centers of Excellence Authority ...eproc.punjab.gov.pk/BiddingDocuments/50484955/4948/... · PUNJAB DAANISH SCHOOLS AND CENTERS OF EXCELLENCE AUTHORITY

Ph#: +92-42-99231737| Fax#: +92-42-99231739 | E-mail: [email protected]│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

Page 2: Punjab Daanish Schools and Centers of Excellence Authority ...eproc.punjab.gov.pk/BiddingDocuments/50484955/4948/... · PUNJAB DAANISH SCHOOLS AND CENTERS OF EXCELLENCE AUTHORITY

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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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 --

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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

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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

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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 --

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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 --

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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

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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 --

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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 --

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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

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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 --

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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 --

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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

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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

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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

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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

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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

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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

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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 --

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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 -- --

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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

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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

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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 --

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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 --

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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 --

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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 --

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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 --

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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 --

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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 --

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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

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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

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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 --

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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

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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

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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

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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

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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

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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 --

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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

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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

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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

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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

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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 --

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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

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Page 57: Punjab Daanish Schools and Centers of Excellence Authority ...eproc.punjab.gov.pk/BiddingDocuments/50484955/4948/... · PUNJAB DAANISH SCHOOLS AND CENTERS OF EXCELLENCE AUTHORITY

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

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