INVESTIGATION OF SOURCE TUBE WELL 0.25 cusec

Approx:Cost Rs. 20.268 Million

Rs. 0.405 Million

Time Limet 9 Months.

CONTRACTOR BID.

Sr.No. Description of items. Qty. UnitRate quoted by

the contractor

INVESTIGATION OF SOURCE

1 Chapter -23 item 1d & 2b

Boring for tubewell in all types of soil except shingle and

rock,from ground level to 100 ft: depth including sinking and

withdrawing of casing pipe complete .6" dia

0 to 100' depth 36.35 0.727 727000

2

100 to 200 depth 50 P.Rft

3 Chapter -23 item 8

Furnishing samples of water from bore hole 6 Each

4 Testing of strata and water sampels from PHE Department

laboratory complete with all charges. 6 Each

TUBE WELL 0.25 cusec

5 Chapter -23 item 5aii

Direct rotary/reverse rotary drilling of bore for tubewell in all

types of soil except shingle gravel and rock.

From ground level to 200 ft below G.L 26" dia130 P.Rft

6 Testing of strata and water sampels from Govt: complete with all

charges. 3 P.Set

7 P/I Fiber glass strainer in tube wells bore holes i/c sockets,

specials, sockets, studs etc complete in all respect i/c bail

plug.12" dia (N.S)30 P.Rft


Proviing strong substantially built box of deodar wood 4"x2-

1/2"x9" (1200x750x225 mm) with compartment ,lock and locking

arrangment for preserving samples of strata from bore hole. 1 P.Job

9 Chapter -23 item 14 j

P/I M.S. blind pipe socketed/welded joint M.S. reducer (where

necessary) in tubewell bore hole i/c jointing, welding with

strainer etc. complete. 12"dia ¼" thick.105 P.Rft


Shrouding with pea graded gravel 3/8" to 1/8" dia tubewell in

bore hole. 365.70 P.Cft


Testing and developing of tubewell 12" dia upto 1.25 cusec

discharge continuously pumping upto 72 hours with contractor's

own machinery staff i/c preserving of water sample after every

24 hours runing etc. complete in all respect. 72 P.Hour

12 P/F in position M.S. suspension clamps in PCC 1:2:4 for 12" dia

pipe i/c all cost of labour and material etc. complete in all

respect. (N.S) 1 P.No



14 P/F M.S. well cap for tubewell 12" dia i/c locking arrangements

(N.S) 1 P.No

PUMP HOUSE 12' X 12'

15 Chapter -3 item 21(b)

Excavation in foundation of building, bridges & other structures,

including dagbelling, dressing, refilling around structures with

excavated earth, watering and ramming lead upto one chain 100

ft. and lift upto 5 ft. in ordinary soil.472.5 1000 Cft


Cement concrete brick or stone ballast 1.5" to 2" gauge in

foundation and plinth ratio Foundation and plinth ratio 1:6:12

foundation. 146 100 Cft

DNIT REHABILITATION OF RURAL WATER SUPPLY SCHEME CHAK NO.143/DB

TEHSIL YAZMAN DISTRICT BAHAWALPUR.Installation of Tube well. P/L Construction of pump house, Pumping Machinery, Rising Main and Distribution

system, with other allied works.

Earnest Money


Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50

mm) gauge, in foundation and plinth:- (1:6:18) 78 100 Cft


Pacca brick work in cement sand mortor(1:5) plinth and

Foundation. 551 100 Cft


Providing and laying damp proof course of cement concrete

1:2:4 (using cement, sand and shingle), including bitumen

coating: with two coats of bitument 2" thick 59.06 100 Sft


Pacca brick work in ground floor (1:5) cement sand mortor 753 100 Cft


Filling, watering, and ramming earth under floors with surpulas

earth from foundation etc. 236 1000 Cft


supplying and filling sand under floor or plugging in well68 100 Cft


Cement plaster 1 : 4 upto 20 ft. height (b) 1/2 inch thick 822 100 Sft


Providing and laying topping of cement concrete (1 : 2 : 4)

including surface finishing and dividing in panels (2 inch thick) 144 100 Sft

25 Chapter -6 item 6(a)i

Providing and laying reinforced cement concrete (including

prestressed concrete), using course sand and screened graded

and washed aggregate in required shape and design including

forms, moulds, shuttering, lifting, compacting, curing, rendering

and finishing exposed surfaces, complete ( but excluding the

cost of steel reinforcement, its fabrication and placing in position

etc.) (a) (i) reinforced cement concrete in roof slab, beams,

columns, lintels, girders and other structural members laid in

situ or precast laid in position, or prestressed members cast in

situ, complete in all respect. (3) (C) Type C (nominal mix 1: 2: 4)

164.25 P.Cft26 Chapter -6 item 9

Fabrication of mild steel reinforcement for cement concrete,

including cutting, bending, laying in position, making joints and

fastening, including cost of binding wire and labour charges for

binding of steel reinforcement, (also includes removal of rust

from bars) (b) deformed bars503.03 100 Kg


Providing and fixing panelled door of M.S. sheet, with

forged door leaves of M.S. sheet 22 SWG fitted in hollow

frame chowkat 3"x4½" (75 mmx113 mm) made of M.S.

sheet 18 SWG filled with plain cement concrete 1:3:6 etc.

complete with all fittings and hammer painting, including

carriage to site and fixing in position. 28 P.Sft


Providing and fixing steel windows with openable glazed panels

using beam section for frame '11/2"x1"x 5/8" x1/8" z section for

leaves T-section sashes 1" x 1" x 1/8" with glass 2.5mm thick

panes, wooden screed for glazing embedded over a thin layer of

putty duly screwed with leaves brass fittings, holdfast, duly

painted, complete in all respects, including all cost of material

and labour etc. as per approved design and as directed by the

engineer-in-charge.I/c wire gauze 22 SWG32 P.Sft


Providing and fixing M.S. flat ½"x1/8" (13mm x 3mm)

grillincluding ¾" x 1/8" M.S. flat frame, windows of approved

design, including painting three

coats, complete in all respects.32 P.Sft

30 Chapter -11 item 18+31

Cement pointing 1:2 struck joint on walls upto 20 ft.height. i/c

cost of red oxide pigment. 802.13 100 Sft


Single layer of tiles 9"x41/2"x1-1/2" laid over 4 inch earth and 1

in. mud plaster without bhoosa grouted with cement sand top

of RCC. roof slab providing with bitumen coating sand blinded

i/c one layer of polythine sheet 500 gauge.248.06 100 Sft

32 Chapter -11 item 23-iii

Distempring 3 coats on wall. 921.56 100 Sft

33 Chapter -13 item 5©i+ii

Preparing surface and painting of doors and windows any type

(including edges):- 3 COATS56 100 Sft


Khassi parnalas in cement sand mortar outside 12 inch width

finished smooth with a floating coat of neat cement. 14 P.Rft


Bottom khurras of brick masonry in cement sand mortar '(1:6)

4ft x2ft x41/2inch over 3 inch cement concrete '1:4:81 Each

36 Chap- 9 Item No-15

Khurras on roof 2' x 2' x6" 1 P.No

37 P/F R.S joint best quality china made i/c 3 coats of paint 8" x 4"

in minimum 5 mm thick. (N.S)14 P.Rft

38 Provision for electric fitting / celing Fan (Royal ,Pak ,Younas)

56" etc complete in all respect. (N.S) 1 Each

39 Chapter No.10 Item No. 43

Providing and laying Tuff pavers,having 7000P SI,crushing

strength of approved manufacturer,over 2"to3" 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. 207 P. Sft

Pumping Machinery For Tube Well

40 Supply, installation and testing of vertical turbine pumping unit

(approved manufacturer PHED) capable to give a discharge of

0.25 cusec of clear water against a total dynamic head of 200

feet with 70 feet column pipe directly coupled with vertical 15

BHP electric motor siemen make etc complete i/c all

accessories as per detail below.

Accessoriesi Supplying of tool kit comprising of one china spanner set , one

china screw wrench of 12" size, one china insulated pliers 8"

size and one china screw driver set, one grease gun, one

lubricating. 1 Set

ii S/F metallic board 4' x 3' made of 1/16" thick MS sheet with 1-

1/2x1-1/2x3/16" angle iron frame house and duly painted in

smoke colour.1 No

iii S/F iron clad 3-phase main switch China/Feco 0-500 volts.1 No

iv S/F power wiring of 7/0.064" PVC sheathed insulated wire from

energy meter to mainswitch to starter inflexible PVC pipe in

suitable diameter with brass end connectors 1 Job

v P/F in position M.C.U (star delta-15 BHP) consist of magnatic

contector circuit breaker, on /off switch indication lamps, EOCR,

volt meter , Ampare meter , Auto manual, selector switch ,

Ampare select switch, volt selector switch, C.T and Timer

(above 5hp1 Job

vi S/F power feeder from starter to motor and motor to meter with

7/0.064 3 core cable enclosed in suitable diameter GI medium

quality with flexible PVC pipe motor and starter ends alongwith

brass end connectors i/c cost of power wire single core 7/0.064" 1 Job

vii Earthing of motor and other equipment with GI wire in GI pipe

1/4" dia recessed or on surface of wall and floor with 15 meter

long upto spring level and meter away from the plinth of pump

house complete in all respect.1 Job

viii S/F CI flenged special of BSS quality reqiured delivery ends

jointing with rising main complete in all respect. 1 Job

ix S/F base plate of 2' x 2' x 1/4" of suitable size properly groutred

in foundation i/c nuts and bolts complet in all respect.1 Job

x PCC (1:2:4) foundation of pump and motor as per manufacture's

specification with stain less steel muts and bolt complete in all

respect. 1 Job

xi S/F 6" i/d CI non return valve BSS on delivery ends 1 No

xii S/F CI Sluice valves of 6" i/d as per BSS on delivery end

complete in all respect. 1 No

xiii P/F in position pressure guage 0 to 150 lbs. 1 No

xiv Internal electrification of pump house with 16 mm dia PVC pipe

250/440 volts PVC installede 3 / 0.029" wire 3 nos. round block

of shallow wood one shallow wood board of 12" x 14" size one

9" long swan neck plain brass / steel oxidized ( lamp holder. 1 Job

xv S/F delivery pipe 6" i/d ( G.I. pipe for pump i/c connection with

rising main as per requirement complete in all respect.1 Job

xvi P/L chain pully block 5 tons capacity with 5 meter chain

complete in all respect. 1 Job

xvii Provision of test report for WAPDA department.1 No

Complete Set. 2 P.Set

Pumping Machinery For G.S.T










lubricating. 1 Set



smoke colour.1 No









(above 5hp1 Job















respect. 1 Job















RISING MAIN & DISTRIBUTION SYSTEM

42 Chapter 3 Item 44

Excavation of trenches for water supply pipe line in all kinds of

soil except cutting rock for water supply pipe lines upto 5 ft

depth from ground level including trimming dressing the sides,

leveling the beds of trenches to correct grade and cutting pits for

joints etc. complete in all respect. 264008 1000 Cft


Providing, laying, cutting, jointing, testing and disinfecting

High Density Polyethylene Pipe (HDPE-100) working presure

pipe in trenches. complete in all respects:-

PN-8 (SDR-21) 6" dia 23534 P.Rft

45 Chapter23 Item 26

Providing, laying cutting jointing testing and disinfecting Pipe

line of Class-B working pressure with jointing material etc.

complete

4'' i/d PVC

2750 P.Rft

463'' i/d PVC 13795 P.Rft

47 Chapter23 Item 36-

Providing, laying cutting jointing testing and disinfecting G.I Pipe

line OF BSS class B working presure line with jointing material

etc. 6"i/d 60 P.Rft


Providing and installing M.S. blind pipe socketed/welded

joint, M.S. reducer (where necessary), in tubewell bore

hole, including jointing/welding with strainer, etc.

complete:- 40 P.Rft

50 Chapter 23 Item 28(i)

Providing and fixing cast iron specials of BSS Class B such as

Tees, Bends, Cross , Collar, Reducer and Tail Piece etc.

3" to 6" dia P. Kg


P/F Sluice Valve of BSS quality and weight I/c cost of jointing

material. 6" i/d 2 Each

524" i/d 2 Each

533" i/d 2 Each

55 Chapter 23 Item 30(d)

Providing and fixing air valve 2/1/2" dia of BSS quality and

weight (complete with jointing material) 8 P.No

56 P/Fixing non return valve i/c cost of jointing material

6" i/d (N.S)2 Each


Back filling of trenches by re-handling of earth lead upto a single

throw of kassi phaorah compaction , ramming of earth etc.

complete in all respect. 211206 1000 Cft

59 Dismantling of brick or flagged flooring with out concrete

foundation etc. 12030 100 Sft

60Restoration of brick of pavement edge overlide servises line

with 2" sand cusion under soling . 12030 100 Sft

61 Chapter No. 4 Item No. 45

Dismentling and removing road metalling. 367 100 Cft

62 Chapter No. 21 Item No. 12-c

Restoring of road metalling with two coats of surfacing with 10"

depth of base and sub base. 400 100 Cft

SLUICE VALVE CHAMBER 3'X3' WITH STEEL COVER

63 Chapter 3 Item 21b




ft. and lift upto 5 ft. in ordinary soil. 363 1000 Cft

64 Chapter 6 Item 3d


foundation and plinth (1:6:12) 45 100 Cft

65 Chapter 7 Item 7( i)

Pacca brick work cement sand mortar (1:5) other than building 150 100 Cft


Cement plaster 1 : 4 upto 20 ft. height(b) 1/2" thick. 162 100 Sft

67 Chapter 6 Item 5f

PCC (1:2:4) i/c placing, laying, finishing, curing etc: complete. 6.75 100 Cft

68 Chapter 6 item 6-a

Fabrication of heavy steel work, with angle, tees, flat iron round

iron and sheet iron for making trusses, girders, tanks etc. i/c

cutting , drilling, revitting handling , assembling and fixing 120 100 Kg

SLUICE VALVE CHAMBER 3'X3' WITH SLAB








foundation and plinth (1:6:12) 99.8 100 Cft






PCC (1:2:4) i/c placing, laying, finishing, curing etc: complete. 15 100 Cft

74 Chapter 6Item 6a










situ, complete in all respect.(3) (C) Type C (nominal mix 1: 2: 4)101.25 P. Cft






from bars) (b) deformed bars 310 100 Kg

CROSSING PIPE UNDER ROAD

76Supply of M.S pipe 10" i/d 3/16" thick for casing.

80 P.Rft

77 Welding of M.S pipe in two sides i/c cost labour hiring charges

of weding plant and gauging after welding7.98 P.Rft

78 Cost of labour required at site of work lowering in tranches and

jaking lowering horizontally with jack push method & removing

the excavated meterial and disposal of earth from tranches/pit

outside upto 50' lead 12.50 pipe can insered in boring during

working day reqirede.

a) Mechanic/Supervoiser 4 P.Day

79 Skilled Labour 9 P.Day

80 Un Skilled Labour 19 P.Day

81 Hire Charges of horizontally jack of 250 ton capacity and

wooden plantks of required size and jacking reaction block etc

complete in all respects.

i) 2 Nos Jacks 9 P.Day

82Wooden plants of required size (L.S)

1 Job

83 Hire Charges of chain pully block & tripod i/c cost of steel wire

rope and shackele for 4.80 days. 4.00 P.Day

84Earth work excavation in open cutting for water supply pipe line.

Manhole i/c shuttering tumbering etc complete in all respect.1640 1000 Cft

85Rehanndlin earth back filling of tranches.

1312 1000 Cft

HOUSE WATER CONNECTION 3" I/D PIPE AVERAGE

LENGTH 10 RFT

86 Excavation of trenches in all kind of soil except cutting rock for

water supply pipe line upto 5' depth27472 1000 Cft

87 Bailing out of water from trench for making connection etc

complete.202 P.Job

88 Supply of PE pipe PN 12.50, 20mm i/c cost of contractor profit

3434 Each

89 Back filling of trenches by re-handing of earth lead upto a single

throw of kassi phaorah etc22018 1000 Cft

90 P/Fixing Brass non return valve 1/2" i/d202 Each

91 S/F of PE bend 20mm bend i/c cost of contractor profit.404 Each

92 S/F of Brass stop cock 1/2" i/d

202 Each

93 Supplying and fixing of of PPR clamp saddle 90mm x1/2"202 Each

94 Providing fixing farole valve 1/2" i/d

202 Each

95 Supply & fixing of niple 1/2" i/d404 Each

96 Supply & fixing of hook

404 Each

97 Supply & fixing of adopter 1/2" i/d male & female

404 Each

FOUNDATION STONE PLATE (INAGURATION PILLER)

98

Ch No: 03 Item No:21(b)

Excavationin foundation of building, bridges and other

structures,including dagbilling, around structure with excavated,

watering and ramming lead up to one chain (30 m) and lift upto

5ft (1.5 m) in ordinary soil. 24 1000 Cft

99

Ch No: 06 Item No:3

Cement concrete brick or stone ballast 1/1/2"to 2" (40 mm to 50

mm) guage in foundation and plinth ratio(1:6:12) 8 100 Cft

100Ch No: 07 Item No:4

Pacca brick work in foundation and plinth ratio (1:5) 9.78 100 Cft

101

Ch No: 07 Item No:7

Pacca brick work other than building upto 10 ft (3mm) height

ratio (1:5) 47 100 Cft


Cement sand plaster 1:4 up to 20' 1/2 inch thick 71 100 Sft

103

Ch No: 10 Item No: 38

Coloured glazed tile dado (6" X 6" X 1/4") (6mm) thick in

pigment over 1:2 cement sand mortor 3/4" (20mm) thick,

including finishing 46.56 100 Sft

104 Providing fixing marbal plate from shop to site.6 P.Sft

105


Wiriting letter of figures, per letter ,per inch (25mm) height.

Name of scheme / sponser. 240 Each

Ground Storage Tank 36 ft dia

106 Excavation of well in dry upto 20' below ground level and

disposed off soil with in one chain in ord. soil.

'0' to 5' depth8130 1000 Cft

107 '5' to 10' depth8130 1000 Cft

108 10' to 15' depth

5973 1000 Cft

109 Cement concrete brick or stone ballast 1/1/2" to 2" gauge in

foundation and plinth. (1:4:8)1419 100 Cft

110 Under Appron (1:6:12)209 100 Cft

111 Pucca brick work other than building in circular masonry in 1:3

c/s mortar.

'0' to 10' height1965 100 Cft

112 10' to 20' height406 100 Cft

113 P/Laying R.C.C (1:2:4) in core wall / retaining wall requiring

shuttering complete. 901 P. Cft

114 For Bed355 P. Cft

115 P/Laying P.C.C (1:2:4) in bed complete.

255 P. Cft

116 P/L R.C.C. (1:2:4) in slabs, beams, lintels etc; complete.

1031 P. Cft

117 Fabrication of mild steel reinforcement for cement concrete,





118 1/2" thick cement plaster (1:3)

Upto 20' Height 2687 100 Sft

119 Cement pointing struck joints in (1:2) c/s with extra rate of

red oxide pigment.469 100 Sft

120 Providing fixing M.S sheet 1/4" thick with fram bracess and 2'x2'

x 1/4" angle iron fram with lock locking arrangement etc

complete in all respect.2 P.Each

121 Providing and fixing C.I /DI step ambended in wall of collecting

tank. 24 P.Each







123 Provision for Vent Pipe 6" Dia one side fix in top slab of Ground

Storage Tank U shape i/c labour charges etc in all respect .2 P.Each

124 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 1131 100 Sft

Pumping Chamber At G.S.T


c/s mortar. 0' to 10' height482 100 Cft

126 P/L R.C.C. (1:2:4) in slabs, beams, lintels etc; complete.223 P. Cft






128P.C.C. (1:2:4) in bed and topping complete with finishing etc;

182 100 Cft

1291/2" thick cement plaster (1:3) up to 20 ft Height

643 100 Sft



131 Providing and fixing steel windows with openable glazed panels


leaves ¾" x 1" x 3/3" x 1/8" T-section sashes 1" x 1" x 1/8" with

glass5mm thick panes, wooden screed for glazing embedded

over a thin layer of putty duly screwed with leaves brass fittings,

holdfast, duly painted, complete in all respects, including all cost

of material and labour etc. as per approved design and as

directed by the engineer-in-charge.I/c wire gauze 22 SWG glass

pane 5 mm thick 32 P.Sft

132 Providing and fixing M.S. flat ½"x1/16"x1/8" grill including ¾"

x 1/8" M.S. flat frame in windows of approved design, including

painting three coats complete in all respect.32 P.Sft

133 Painting 3 coats to new surface 56 100 Sft

134 Single layer of tiles 9"x41/2"x1-1/2" laid over 4 inch earthand 1

inch mud plaster without bhoosa grouted with cement sand

top of RCC. roof slab providing with bitumen coating sand

blinded i/c one layer of polythine sheet 500 gauge. Ratio 1:3 ,

34 lbs.182 100 Sft

135 Pucca brick work other than building in 1:3 c/s mortar.

'0' to 10' height.39 100 Cft

136 Distember 3 coats to new surface 898 100 Sft

137 Providing fixing R.S Joint 8" x 4" x 5.5 mm thick duly painted

complete in all respect.20 P.Rft

138 Making and fixing steel grated doors, complete with locking

arrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and

¾" (20 mm) square bars 4" (100 mm) centre to centre. 28 P.Sft

Hypo Chlorinator

139 Providing fixing and testing of Hypo Chlorinator (Chemical

metering pump) capacity 0.30 gallons per day at 100 PSI

maximum injection pressure fitted with 1/60 HP air cooled heavy

duty electric motor 220 volts, 50 Hz, single phase A.C. motor

complete with all accessories like bleed valve assembly,

suction, tubing, discharge tubing, foot valve assebmly with

weight, back check valve assembly, solution tank, injection

fitting valve vrackets etc, complete in all respect.1 Each

1

2

3

Signature of contractor .

with address Public Health Engg: Division Bahawalpur

Any ommission or error therin shall be reffered for interpolation and decision to the competant authority which will be

final in this respect.

Lowest contractor has to deposit performance guarantee as per PPRA Rules amounting to the corresponding below

rates as mentioned in the tender documents. No conditional / Telegraphic tender will be accepted.

Contractor Having Registered With Punjab Revenue Authourty Will Be Eligible For Participation In Tendering

Process.

Executive Engineer,

Rs. 19.130 Million

Rs. 0.383 Million

15 Months.

CONTRACTOR BID.


the contractor

R.C.C. Sewer 36.35 0.727 727000

1Chapter No. 4 Item No. 29

Dismentling of brick or flagged flooring without foundation. 329 100 Sft



3

chap:3 Item No:42

'Earth work excavation in open cutting for sewer and manholes i/c

shuttering is not including & 'timbering in all types of soil except

shingle gravel and rock .

'0' to 7' Depth 144777 1000 Cft

47' to 15' Depth 12074 1000 Cft

5chap:7 Item No:30'

Supplying and filling sand under bed of sewer etc. 20457 100 Cft

6

Ch: No 21 Item No: 1

Providing and laying R.C.C. pipe, moulded with cement concrete

1:1½:3, with spigot socket or collar joint, etc.including cost of

reinforcement, conforming to B.S. 5911:Part I: 1981, Class "L"

including carriage of pipe from factory to site of work, lowering in

trenches to correct alignment and grade, jointing, cutting pipes

where necessary, finishing and testing, etc., complete.

9" i/d 7908 P.Rft

7


Providing and laying R.C.C. pipe sewers, moulded with cement

concrete 1:1½:3 conforming to ASTM Specification C-76-79, Class

II. Wall B, including carriage of pipe from factory to site of work,

lowering in trenches to correct alignment and grade, jointing with

rubber ring, cutting pipes where necessary, testing, etc., complete

(12" dia) 1722 P.Rft

8

Chapter No. 21 Item No. 12-c




Restoration of brick on edge pavement with sand cushion. 329 100 Sft

10

chap: 3 Item No: 13

Back filling of earth by rehandling of earth with single throw of kassi,

watering and ramming complete.

Taken 80% Quantity of item 1 above. 125481 1000 Cft

CIRCULAR MAN HOLE CHAMBER

11

Chapter No. 3 Item No. 42

Earth work excavation in open cutting for sewer and manholes i/c



'0' to 7' Depth 16668 1000 Cft

12'7' to 15' Depth 2010.00 1000 Cft


'Cement concrete (1:6:12) brick or stone ballast 1/1/2" to 2" gauge

in foundation and plinth. 3118 100 Cft

14Chapter No. 7 Item No. 7+10

Pucca brick work in c/s mortar (1:3) other than building in circular

masonry. 8272 100 Cft

15Chapter No. 6 Item No. 5c

P.C.C. (1:2:4) including placing , compacting ,finishing, & curing

complete i/c screening and washing of stone aggregate. 2730 100 Cft

DNIT FO SEWERAGE / DRAINAGE / TUFF TILE SULLAGE CARRIER IN CHAK NO. 189/MURAD

& ADJOINING ABADIES TEHSIL HASILPUR DISTRICT BAHAWALPUR.

(R.C.C Sewer, screening chamber, Colecting tank ,Pump house ,Out fall chamber ,Pacca sullage carier, Pumping Machinery , Tuff Tile

with other allied works)

Approx:Cost

Earnest Money

Time Limet


'1/2" thick cement plaster (1:3) upto 20' height. 13100 100 Sft


Extra for making and finishing benching floor work in manhole

chamber with 1/8" thick cement finish. 2115.68 100 Sft


P/F 1/1/4"x1/1/4"x3/16" angle iron steps in manholes chamber

complete in all respects. 508 Each

19

Chapter No. 21 Item No. 15-A

P/F 6" thick RCC manhole cover with tee shaped C.I. Frame 22"

i/dia (frame weight 37.324 Kgs.) asper standard drawing STD/PD

No. 6 of 1977 complete. 156 Each

GULLY GRATING CHAMBER 12"X12"


Earth work excavation in open cutting for sewer & manhole i/c

shuttering timbering , complete in all types of soil . 240 1000 Cft

21 Chapter No. 21 Item No. 7a

Construction of standard Gully grating chamber 12"x12" with C.I

Gully Trap, weighing 36.75 Kg. Frame hinged safety type, complete

in all respects. 2 Each


P/Laying 9" dia RCC pipe molded with cement conc. (1:1/1/2:3)

with spigot socket , & collar joint i/c reinforcement complete in all

respect. 32 P.Rft

23Chapter No. 3 Item No. 13a

Back filling of earth by rehandling of earthwork with single throw of

kassi i/c watering ,ramming complete. 192 1000 Cft


24




watering and ramming lead up to one chain (30 m) and lift upto 5ft

(1.5 m) in ordinary soil. 24 1000 Cft

25

Ch No: 06 Item No:3





27

Ch No: 07 Item No:7

Pacca brick work other than building upto 10 ft (3mm) height ratio

(1:5) 47 100 Cft



29


Coloured glazed tile dado (6" X 6" X 1/4") (6mm) thick in pigment

over 1:2 cement sand mortor 3/4" (20mm) thick, including finishing46.56 100 Sft


31


Wiriting letter of figures, per letter ,per inch (25mm) height. Name of

scheme / sponser. 240 Each

Screening Chamber 12 x 4

32Excavation of well in dry up to 20 ft. below ground level disposed

off soil with in one chain in ordinary soil.

0' to 5' depth 1200 1000 Cft

335' to 10' depth

1200 1000 Cft

345' to 10' depth

556.8 1000 Cft

35Pucca brick work other than building in (1:3) cement sand

mortar.

Upto 10' height 563 100 Cft

36Upto 20' height 337 100 Cft

37

R.C.C. (1:2:4) in core wall not requiring shuttering etc Complete. 120 P.Cft

38R.C.C. (1:2:4) in beams, slabs, lintels etc; complete 21 P.Cft

39Fabrication of milled steel reinforcement for cement concrete

using deformed bars. (Grade 40) 354 100 Kg

40P.C.C (1:1.5:3) in bed and toping complete with finishing etc. 12 100 Cft

41

P/L P.C.C. (1:2:4) in bed and toping complete with finishing . 10 100 Cft

423/4" thick vertical D.P.C in (1:3) cement sand mortar with one

coat of bitumen and one coat of polythene sheet 500 gauge. 588 100 Sft

43

1/2" thick cement plaster (1:2) upto 20' height. 536 100 Sft

44Cement pointing struck joint in (1:2) c/s mortar with extra rate of

red pigment complete. 124 100 Sft

45Fabrication of heavy steel work of angle iron , flat , etc complete

with erection and fixing in position . 874 100 Kg

46Cement concrete brick or stone ballast 1/1/2" to 2" gauge in

foundation and plinth. (1:6:12) 195 100 Cft

47Brick on edge flooring, laid in (1:6) c/s mortar over a bed of 3/4"

thick cement mortar 1:6 complete. 160 100 Sft

48

P/Fixing 1/1/4"x1/1/4"x3/16" angle iron steps in chamber complete. 31.5 Each

49

P/Fixing 3" thick man hole cover 22" dia with C. I tee shaped frame

complete. 2 Each

50 Earth work excavation in open cutting for sewer and manholes i/c

shuttering & 'timbering in all types of soil except shingle gravel and

rock .

'0' to 7' Depth 766 1000 Cft

517' to 15' Depth 473 1000 Cft

52 Ch: No 21 Item No: 3






(15" dia) 16 P.Rft

53Back filling of earth by rehandling of earth with single throw of kassi,

watering and ramming complete. 991 1000 Cft

54S/Fixing C.I. Pen stock 2.5'' x 2.5' size with copper lining complete in

all respects. 1 Each

Collecting Tank 14 ft. dia



0' to 5' depth 1773 1000 Cft

565' to 10' depth 1773 1000 Cft

5710 to 15' depth 1773 1000 Cft

5815 to 20' depth 1000 1000 Cft

59 Pucca brick work other than building in (1:3) cement sand

mortar.

0 to 10' height 751 100 Cft

60

10' to 20' height 833 100 Cft

61

20' to 30' height 4 100 Cft


Providing and laying R.C.C (1:2:4) in core wall not requiring

shuttering complete. 251 P.Cft





binding of steel reinforcement, (also includes removal of rust from

bars) (b) deformed bars 607 100 Kg

64 P.C.C for topping complete etc.

(1:2:4) 128 100 Cft

65



66


67

upto 30' height. 3 100 Sft

68 Cement pointing struck joints on walls upto 20' height ratio (1:2)

including extra cost of labour and material for red oxide pigment in

cement pointing to mach with the colour of brick. 153 100 Sft



70Brick on edge flooring,sand grouted i/c preparation of bed i/c 1/2"

mud plaster . 181 100 Sft

71P/Fixing stair railing of 2" dia G.I pipe welded with 5/8"x5/8"

square MS bar 2-9" high fixed in each step complete in all

respects i/c painting. 48.00 P.Rft

72

P/Fixing 1/1/4"x1/1/4"x3/16" Angle iron steps complete. 24 Each

Pump House 12' ft dia 73 Excavation of well in dry upto 20' below ground level and


'0' to 5' depth 1455 1000 Cft

74

'5' to 10' depth 1455 1000 Cft

75

10' to 15' depth 675 1000 Cft

76 Pucca brick work other than building in circular masonry in 1:3 c/s

mortar.

'0' to 10' height 652 100 Cft

77'10' to 20' height 688 100 Cft

78

P/Laying R.C.C (1:2:4) in core wall not requiring shuttering

complete. 143 P.Cft

79

P/L R.C.C. (1:2:4) in slabs, beams, lintels etc; complete. 173 P.Cft

80Fabrication of mild steel reinforcement for cement concrete using

deformed bars. 875 100 Kg

81 2" thick D.P.C. of PCC (1:2:4) with two coats of 'bitumen sand

blinded complete. 64 100 Sft

82P.C.C. (1:2:4) for topping complete with finishing etc; 65 100 Cft

833/4" thick vertical D.P.C. of cement plaster (1:3) with one coat of

bitumen and one coat of polythene sheet 500 gauge. 751 100 Sft

841/2" thick cement plaster (1:2)


85Cement pointing struck joints in (1:2) c/s with extra rate of red

oxide pigment. 336 100 Sft

86Two coats of hot bitumen applied on roof slab @ 34 lbs.per % sft.

blinded with sand. 234 100 Sft

87 Providing and fixing steel grated door with 1/6" thick

(1.5mm)sheeting including angle iron frame 2"x2"x3/8" flat and 3/4"

square bars 4" c/c 28 P. Sft

88P/Fixing steel, window with open able glazed panels using beam

section for frame 'Z' section for leaves 3/4"x1"x3/4"x1/8" 'T' for

sashes 1"x1"x1/8" complete with 4mm glass pans, hinges , hold

fast, & fitting etc; and 24 gauge wire gauze 12x12 mesh. 16 P. Sft

89P/ fixing M.S. flat 1/2"x1/8" grill including 3/4"x1/8" M.S. flat frame in

window including painting 3 coats complete in all respects. 16 P. Sft

90Preparing surface and painting of door and windows of any type 3

coats. 56 100 Sft

91White washing three coats on new surface. 778 100 Sft








Out Fall Chamber 6'X6' 95 Excavation of well in dry upto 20' below ground level and


0' to 5' depth 696 1000 Cft



97 Pucca brick work other than building in (1:3) c/s mortar upto 10

height. 131 100 Cft

98P/L R.C.C. (1:2:4) in slabs, beams, lintels etc; complete. 3 P.Cft



100P.C.C. 1:2:4 for topping complete. 40 100 Cft

101 1/2" thick cement plaster (1:3).


102

P/Fixing 1/1/4"x1/1/4"x3/16" Angle iron steps complete. 6 P.No

Pumping Machinery

103P/Installing and Testing of 0.5 cusec discharge against a total head

of 45 ft couple with E. Motor 10 BHP A.C Including carriage to site

of work i/c all incidental charges sullage centrifugal Pump (Make

Approved manufacturer of HUD & PHED) Complete with flexible

coupling , flanged intermediate piece, mounted on common steel

base frame coupled with Siemens Electric Motor 1450 RPM. with

following accessories.

Accessories

(a)

Supplying of tool kit comprising of one china spanner set , one

china screw wrench of 12" size, one china insulated pliers 8" size

and one china screw driver set. 1 No

(b)

S/Installing Motor Control Panel suitable for motor with following

parts.

1- Magnetic contactor (Fuji) 3 No

2-Over load Relay (Fuji) 1 No

3- Phase failure Relay (JAPAN) 1 No

4- Main Breaker (Fuji) 1 No

5- Control Breaker (Tera Saki) 3 No

6- Amp., Volt meters,& Indicator (SEW) lamp Set. 1 No

7- Selector Switch (AMRON) Italy. 2 No

8- Time Relay (Fuji) 1 No

P.Set

(c) Earthing of motor and other equipment with Copper wire of 10 SWG

in GI pipe 1/2" dia recessed or on surface of wall and floor

complete. 1 Job

(d) S/F Non return valve of suitable dia on delivery end.

1 No

(e) S/F M.S/C.I pipe suitable dia including CI flanged specials of BSS

quality required for suction and delivery complete with painting etc.

1 Job

(f) P/Fixing Sluice valve of suitable dia, on suction and delivery ends.

2 No

(g) PCC (1:2:4) foundation of pump and motor as per manufacture's

specification with stain less steel nuts and bolts.

1 Job

(h) Supplying of Test report from WAPDA approved contractor.

1 Job

0.5 cusec discharge with 10 BHP Moter 45 ft head

1 sets 1

104 Providing and fixing chain pully block 5 tons capacity with 5 meter

chain complete in all respect. 1 P.No

105 S/F copper conductor cable for serving connection 19/0.052" PVC

insulated , sheathed, 660/1100 volts 4 core cables non armored

with GI wire for supporting service pipe with stay from energy meter

erected by WAPDA pole to main switch installed inside the pump

house. 100 P.Rft

106 P/F danger plate and precaution chart dully framed in wood and

glass. 1 P.No

107S/E of iron/ aluminum clad 500 Volts main switch 500 Amps. With

triple pole and neutral links and HRC fuses on angle iron board with

3 mm thick M.S. sheet covering including bonding to earth with

necessary flexible pipe and thimbles complete. 1 P.No

108Earthing with G.I. Wire 8 SWG in G.I. Pipe 15 mm dia. Recessed

or on surface of wall and floor complete with 1.5 M G.I. Pipe 50 mm

dia with reducing socket 4-5 M below G. Level and 2 M away from

Building plinth. 1 P.job

109 P/ laying, cutting, jointing, testing, cast iron / MS pipe line 6" dia with

flanges and flanged joints complete in all respects including

excavation of trenches, back filling and two coats of bitumen with

wrapping of polythene sheet in trenches, and painting on open

portion. 40 P.Rft

110 P/Fixing Sluice valve 6" i/dia of BSS quality and weight class 'B' for

cast iron pipe line including cost of jointing material. 1 P.No

111

P/Fixing Non return valve 6" i/dia of BSS quality and weight class 'B'

for cast iron pipe line including cost of jointing material. 1 P.No

112P/Fixing Cast iron specials of BSS class 'B' such as bend, Tee,

reducer, tail piece, etc. (20" dia) to 24" dia 315 P. Kg

Sullage Carrier 2' X 2'113 E/w excavation in open cutting up to 5' (1:5m) depth for storm water

channels drains sullage drain in open area roads streets lanes i/c

under pinning of walls and shoring to protect exixting works

shuttering and timbring of trenches dressed to designed level and

dimensions trimming removal of surface water from trenches back

filling and surplus excavated material disposed of and dressed with

in 50' lead ordinary soil. 1260 1000 Cft

114Cement concrete brick or stone ballast 1/1/2" to 2" gauge 'in


115Pucca brick work other than building up to 10' height cement sand

morter (1:4) c/s mortar 1800 100 Cft



117Cement concrete plain including placing compacting finishing and

curing in bed ratio 1:2:4 complete. 330 100 Cft

118Providing / Fixing PCC Nacca 18" i/d complete in all respects. 3 Each

P.Set

119Filling Filling along with the wall of sullage carrier lead upto one

mile. 5760 1000 Cft

R.C.C Pully 2' Spain120 (Ch: 3 item No.7)

Earth work excavation in open cutting upto 5' depth for storm water

channels,drains, sullage drains in open areas, roads, streets, lanes,

i/c under pinning of walls and shoring to protect existing works,

shuttering and timbring the trenches, dressed to designed level and

dimensions, trimming, removal of surface water from trenches, back

filling and surplus excavated material disposed off and dressed

within 50 ft. lead 53 1000 Cft


Cement concrete brick or stone ballast 1/1/2" to 2" gauge 'in


122

(Ch: 7 item No.4)

Pacca brick work in foundation & plinth in 1:5 cement sand mortar. 169 100 Sft

123(Ch: 6 item No.5f)

Cement concrete plain including placing compacting finishing and


124


125 Chapter No.6 Item No.6,ai


prestressed concrete), using coarse sand and screened graded and

washed aggregate, in required shape and design, including forms,

moulds, shuttering, lifting, compacting, curing, rendering and

finishing exposed surface, complete (but excluding the cost of steel

reinforcement, its fabrication and placing in position, etc.):-

(ii) Reinforced cement concrete in roof slab, beams, 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:- (3) (c) Type C (nominal mix 1: 2: 4)39 P. Cft







BRICK PAVEMENT

127Earth filling in streets lead upto one mile. 1000 1000 Cft

128

Ch: 18 item No.19

Providing and laying dry brick pavement/soling in streets or roads

etc. sand grouted laid in proper camber i/c preparation,

watering,compaction of bed to proper camber and sand cushion. 364 100 Cft

TUFF TILE 129

Earth filling in streets lead upto one mile. 25040 1000 Cft

130 Chap 10 Item No 3

Providing laying remmaing brick ballast 1/1/2" to 2" guage mixed

with 25 % sand for floor foundation complete in all respect.

18229 100 Cft

131chap:7 Item No:30'

Supplying and filling sand under floor etc. 12169 100 Cft

132

Pucca brick work other than building up to 10' height.

(In (1:4) c/s mortar.) 4695 100 Cft


Providing and laying Tuff pavers,having 7000P SI,crushing strength

of approved manufacturer,over 2"to3" 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.50080 P. Sft

1

2

3


with address

Any ommission or error therin shall be reffered for interpolation and decision to the competant authority which will be final

in this respect.

Lowest contractor has to deposit performance guarantee as per PPRA Rules amounting to the corresponding below rates as

mentioned in the tender documents. No conditional / Telegraphic tender will be accepted.

Contractor Having Registered With Punjab Revenue Authourty Will Be Eligible For Participation In Tendering Process.

Executive Engineer, Public Health Engg: Division

Bahawalpur

Rs. 25.791 Million

Rs. 0.516 Million

15 Months.

CONTRACTOR BID.


the contractor

R.C.C. Sewer 36.35 0.727 727000





3

chap:3 Item No:42




'0' to 7' Depth 4434 1000 Cft

47' to 15' Depth 391 1000 Cft

5chap:7 Item No:30'


6








9" i/d 92 P.Rft

7







(12" dia) 117 P.Rft

8





Restoration of brick on edge pavement with sand cushion.300 100 Sft

10

chap: 3 Item No: 13

Back filling of earth by rehandling of earth with single throw of

kassi, watering and ramming complete.



11





'0' to 7' Depth 484 1000 Cft

12'7' to 15' Depth 50.00 1000 Cft


'Cement concrete (1:6:12) brick or stone ballast 1/1/2" to 2"

gauge in foundation and plinth. 76 100 Cft

DNIT FO P/L OF SEWERAGE & TUFF TILE BASTI INAYATI TEHSIL KHAIRPUR TAMEWALI

DISTRICT BAHAWALPUR.

(R.C.C Sewer, screening chamber, Colecting tank ,Pump house ,Out fall chamber ,Pacca sullage carier, Pumping

Machinery , Tuff Tile with other allied works)

Approx:Cost

Earnest Money

Time Limet











chamber with 1/8" thick cement finish. 51 100 Sft




19
















respect. 48 P.Rft





24






25

Ch No: 06 Item No:3





27

Ch No: 07 Item No:7


(1:5) 47 100 Cft



29





31


Wiriting letter of figures, per letter ,per inch (25mm) height. Name

of scheme / sponser. 240 Each


32Excavation of well in dry upto 20' below ground level and


0' to 5' depth 1418 1000 Cft

335' to 10' depth 1418 1000 Cft

3410 to 15' depth 1055 1000 Cft

35P/Laying structural steel work for cutting edge etc; 3"x3"x1/4"

angle iron 85 100 Kg

36P/Laying R.C.C (1:2:4) in well crub complete with shuttering

moulds finshing and curing etc. 108 P.Cft


mortar.


38

10' to 20' height 335 100 Cft










41Dry sinking of well including loading and removing excavated

material with in one chain.

5' to 10' height 646 1000 Cft

42

P/L P.C.C. (1:2:4) i/c skipping of concrete in wells . 253 100 Cft


1/1/2:3 39 100 Cft

44

1.2:4. 6 100 Cft

45 3/4" thick vertical D.P.C in (1:3) cement sand mortar with one


46









50




'0' to 5' depth 1418 1000 Cft

52

'5' to 10' depth 992 1000 Cft




c/s mortar.

'0' to 10' height 598 100 Cft

55'10' to 20' height 427 100 Cft

56P/Laying R.C.C (1:2:4) in core wall not requiring shuttering

complete. 132 P.Cft

57




59 1/1/2" thick D.P.C. of PCC (1:2:4) with two coats of 'bitumen

sand blinded complete. 54 100 Sft

60'P.C.C. (1:1.5:3) in bed and topping complete with finishing etc; 39 100 Cft

613/4" thick vertical D.P.C. of cement plaster (1:3) with one coat

of bitumen and one coat of polythene sheet 500 gauge. 369 100 Sft





64Two coats of hot bitumen applied on roof slab @ 34 lbs.per %

sft. blinded with sand. 183 100 Sft











coats. 56 100 Sft

69P/Fixing stair railing of 2 1/2" dia G.I pipe welded with 5/8"x5/8"


respects i/c painting. 59 P.Rft








0' to 5' depth 540 1000 Cft




height. 148 100 Cft







80


Pumping Machinery

81 Providing and Installing of Non-Clogging Pump of approved

manufacturer HUD & PHED with 0.50 Cusec Discharge, 40 Ft

Head, Coupled with High Spped Diesel Engine set 12-16 HP. The

cost includes nut bolts, flexible pipes, canvas pipe, suction pipe

suitable dia i/c specials required i/c etc fix on moveable fram 4

wheel Trolly with motar bike/auto rikshaw tyre with all arrangments

etc complete in all respect and entire satisfaction of Engineer In-

Charge. 1 P.Set

DRAIN TYPE-I

82 (Ch: 3 item No.7)


channels,drains, sullage drains in open areas, roads, streets,

lanes, i/c under pinning of walls and shoring to protect existing

works, shuttering and timbring the trenches, dressed to designed

level and dimensions, trimming, removal of surface water from

trenches, back filling and surplus excavated material disposed off

and dressed within 50 ft. lead 2610 1000 Cft



foundation and plinth. (1:6:12) 840.00 100 Cft



85(Ch: 20 item No.3)

Pacca brick on edge laid in re-imbursement in cement sand mortar

on sides of drains and other works where required all joints to be

completely filled and struck flush in 1:5 complete in all respect 3360 100 Sft

86 (Ch: 20 item No.6)

Construction of Punjab standard drains type-I of cement concrete

1:2.5:5 with cement concrete bedding ration 1:6:12 complete laid to

line and grade. Shapes and slopes rendering exposed surface of

concrete with 1:1 cement sand mortar 1/4" thick as per engineer's

drawing ( excluding excavation) complete in all respect. 2240 P.Rft


(ii) Reinforced cement concrete in roof slab, beams, columns

lintels, girders and other structural members laid in situ or precast

laid in position, or prestressed members cast in situ, complete in all


88 Ch: 25 item No.10+11

Fabrication of heavy steel work with angle,tees, flat iron round iron

and sheet iron for making trusses ,girders, tanks etc including

cutting, drilling ,revitting and fixing ,but excluding erection in

position .including erection and fitting in position iron trusses

staging of water tanks etc 228 100 Kg

Sullage Carrier 1-1/2' X 2'89 E/w excavation in open cutting up to 5' (1:5m) depth for storm water









91Pucca brick work other than building up to 10' height cement

sand morter (1:4) c/s mortar 5850 100 Cft





94

Providing / Fixing PCC Nacca 24" i/d complete in all respects. 3 Each


mile. 10920 1000 Cft






97 Ch: 25 item No.10+11





















103



mile. 10240 1000 Cft






106 Ch: 25 item No.10+11

















109

(Ch: 7 item No.4)





111'1/2" thick cement plaster (1:4) upto 20' height. 154 100 Sft



prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

forms, moulds, shuttering, lifting, compacting, curing, rendering and













TUFF TILE 114 Chap 4 Item No 29

Dismantling brick or flagged flooring without concret foundation on

edge. 70575 100 Sft


Breacking Brick Ballast screeining and stacking 1/1/2" to 2" guage. 17983 100 Cft


Laying remmaing brick ballast 1/1/2" to 2" guage mixed with 25 %

sand for floor foundation complete in all respect (labour rate) 17983 100 Cft




27940 100 Cft

118 chap:7 Item No:30'



Pucca brick work in c/s mortar (1:3) other than building . 7078 100 Cft




of approved manufacturer,over 2"to3" 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. 126162 P. Sft

BRICK PAVEMENT


123

Ch: 18 item No.19




Repair of Existing Sullage Carrier124

Pucca brick work other than building up to 10' height cement


125



126



127


Dismentling of Old Material128

Dismentling Pacca brick in cement mortar. 469 100 Cft

1

2

3


with address



Bahawalpur





Rs. 31.626 Million

Rs. 0.633 Million

15 Months.

CONTRACTOR BID.


the contractor

R.C.C. Sewer 36.35 0.727 727000





3

chap:3 Item No:42




'0' to 7' Depth 358661 1000 Cft

47' to 15' Depth 37234 1000 Cft

5chap:7 Item No:30'


6Dry rammed crush stone 3/8" to 1" size laid under bed of sewer. 11019 P.Cft

7








9" i/d 13832 P.Rft

8







(12" dia) 2020 P.Rft

9(15" dia) 3490 P.Rft

10






12

chap: 3 Item No: 13





13





'0' to 7' Depth 34150 1000 Cft

14'7' to 15' Depth 3938.18 1000 Cft








Approx:Cost

Earnest Money

Time Limet




1710' to 20' Depth 60 100 Cft












22
















respect. 48 P.Rft





27






28

Ch No: 06 Item No:3





30

Ch No: 07 Item No:7


(1:5) 47 100 Cft



32





34







0' to 5' depth 1200 1000 Cft

365' to 10' depth

1077.6 1000 Cft


mortar.



39





42

P.C.C (1:1.5:3) in bed and toping complete with finishing etc. 12 100 Cft

43


44



45










50P/Fixing 1/1/4"x1/1/4"x3/16" angle iron steps in chamber

complete. 24.82 Each

51

P/Fixing 3" thick man hole cover 22" dia with C. I tee shaped

frame complete. 2 Each



rock .

'0' to 7' Depth 766 1000 Cft

537' to 15' Depth 478 1000 Cft

54 Dry rammed crush stone / bajri 3/8" to 1" size laid under bed of

sewer. 51 P. Cft







(15" dia) 16 P.Rft

56Back filling of earth by rehandling of earth with single throw of

kassi, watering and ramming complete. 995 1000 Cft

57S/Fixing C.I. Pen stock 2.5'' x 2.5' size with copper lining complete





0' to 5' depth 3835 1000 Cft

595' to 10' depth 3835 1000 Cft

6010 to 15' depth 2869 1000 Cft


mortar.

0 to 10' height 1222 100 Cft

62

10' to 20' height 982 100 Cft











1/1/2:3 339 100 Cft

66

1.2:4. 15 100 Cft

67



68












73




'0' to 5' depth 2504 1000 Cft

75

'5' to 10' depth 2504 1000 Cft

76

10' to 15' depth 1652 1000 Cft


c/s mortar.

'0' to 10' height 517 100 Cft

78'10' to 20' height 517 100 Cft

7920' to 30' height 3 100 Cft


complete. 236 P.Cft

81







853/4" thick vertical D.P.C. of cement plaster (1:3) with one coat


















coats. 56 100 Sft

93P/Fixing stair railing of 2 1/2" dia G.I pipe welded with 5/8"x5/8"


respects i/c painting. P.Rft

94White washing three coats on new surface. 100 Sft


foundation and plinth. (1:6:12) 100 Cft


thick cement mortar 1:6 complete. 100 Sft



0' to 5' depth 696 1000 Cft




height. 131 100 Cft







104


Pumping Machinery

105P/Installing and Testing of 0.75 cusec discharge against a total

head of 45 ft couple with E. Motor 10 BHP A.C Including carriage

to site of work i/c all incidental charges sullage centrifugal Pump

(Make Approved manufacturer of HUD & PHED) Complete with

flexible coupling , flanged intermediate piece, mounted on common

steel base frame coupled with Siemens Electric Motor 1450 RPM.

with following accessories.

Accessories

(a)




P.Set

(b)


parts.









(c) Earthing of motor and other equipment with Copper wire of 10

SWG in GI pipe 1/2" dia recessed or on surface of wall and floor

complete. 1 Job


1 No



1 Job


2 No



1 Job


1 Job


2 sets 2



107 S/F copper conductor cable for serving connection 19/0.052"

PVC insulated , sheathed, 660/1100 volts 4 core cables non

armored with GI wire for supporting service pipe with stay from

energy meter erected by WAPDA pole to main switch installed

inside the pump house. 100 P.Rft

108P/F danger plate and precaution chart dully framed in wood and

glass. 1 P.No









111 P/ laying, cutting, jointing, testing, cast iron / MS pipe line 6" dia

with flanges and flanged joints complete in all respects including



portion. 40 P.Rft



113

P/Fixing Non return valve 6" i/dia of BSS quality and weight class

'B' for cast iron pipe line including cost of jointing material. 1 P.No



Sullage Carrier 2' X 2'

P.Set

115 E/w excavation in open cutting up to 5' (1:5m) depth for storm water















120



mile. 4000 1000 Cft












124

(Ch: 7 item No.4)








prestressed concrete), using coarse sand and screened graded

and washed aggregate, in required shape and design, including

forms, moulds, shuttering, lifting, compacting, curing, rendering and













DRAIN TYPE-I

129 (Ch: 3 item No.7)










foundation and plinth. (1:6:12) 38.00 100 Cft

131 (Ch: 7 item No.4)


132(Ch: 20 item No.3)




133 (Ch: 20 item No.6)






BRICK PAVEMENT


135

Ch: 18 item No.19






edge. 29340 100 Sft









5388 100 Cft




Providing and laying road edging of 3" (75 mm) wide and 9" (225

mm) deep brick on end complete in all respects. 7068 100 Cft




of approved manufacturer,over 2"to3" sand cushion i/c grouting

with sand in joints i/c finishing to require .slope.complete in all

respect. (50% Grey / 50% Coloured)


BRICK PAVEMENT (Resoling)


Dismentling of brick or flagged flooring without foundation.7890 100 Sft



Restoration of brick on edge pavement with 2" sand cushion.5523 100 Sft

76

Ch: 18 item No.19




Barbed wire61 Chapter No.26 Item No. 3

Providing and Fixing barbed wire fencing with fencing with 4

horizontal and 2 number cross wire fixed with posts of R.C.C 1:2:4

(straining posts 7'x9"x9"(2.13 mx225x225mm) at 100' (30 m) centre

to centre,stiffening posts 7'x6"x6" (2.13m x150x150 mm) at 50 ft.

(15m) interval and intermediate post 7'x5"x5" (2.13 mx125x125mm)

at 8 ft.(2.4 m) centre to centre) including cost of steel, its fabrication

and placing of steel reinforcement eye bolts washers etc.Complete. 400 100 Lft

Gate & Gate Pillars.

62 Excavation in foundation of building etc; and other structure i/c 're

filling around structure & watering and ramming lift upto 5' in

ordinary soil. 25 1000 Cft



64Pucca brick work other than building up to 10' height.

(In (1:4) c/s mortar.) 63 100 Cft

651/1/2" thick D.P.C. of PCC (1:2:4) with two coats of 'bitumen



67

P.C.C. 1:2:4 for topping complete. 1 100 Cft



square bars 4" c/c60 P. Sft

69Preparing surface and painting 3 coats to guard bars, gates,

grating etc; complete. 120 100 Sft

1

2

3


with address







Bahawalpur

Rs. 31.594 Million

Rs. 0.632 Million

15 Months.

CONTRACTOR BID.


the contractor

R.C.C. Sewer 36.35 0.727 727000





3

chap:3 Item No:42




'0' to 7' Depth 295358 1000 Cft

47' to 15' Depth 63649 1000 Cft

5chap:7 Item No:30'



7








9" i/d 12750 P.Rft

8







(12" dia) 1995 P.Rft

9(15" dia) 820 P.Rft

10






12

chap: 3 Item No: 13





13





'0' to 7' Depth 39375 1000 Cft

14'7' to 15' Depth 12632.36 1000 Cft








Approx:Cost

Earnest Money

Time Limet




1710' to 20' Depth 370 100 Cft












22
















respect. 80 P.Rft





27






28

Ch No: 06 Item No:3





30

Ch No: 07 Item No:7


(1:5) 47 100 Cft



32





34







0' to 5' depth 1200 1000 Cft

365' to 10' depth

1200 1000 Cft

375' to 10' depth

338.4 1000 Cft

38 P/Laying structural steel work for cutting edge etc; 3"x3"x1/4"

angle iron 88.8 100 Kg


mortar.



41





44


45


46



47










52

P/Fixing 1/1/4"x1/1/4"x3/16" angle iron steps in chamber complete. 24.82 Each

53


complete. 2 Each



rock .

'0' to 7' Depth 766 1000 Cft

557' to 15' Depth 478 1000 Cft


sewer. 51 P. Cft







(15" dia) 16 P.Rft








0' to 5' depth 1773 1000 Cft

615' to 10' depth 1773 1000 Cft

6210 to 15' depth 1773 1000 Cft

6315 to 20' depth 234 1000 Cft




mortar.


66

10' to 20' height 631 100 Cft











1/1/2:3 77 100 Cft

70

1.2:4. 15 100 Cft

71



72












77




'0' to 5' depth 1455 1000 Cft

79

'5' to 10' depth 1455 1000 Cft

80

10' to 15' depth 992 1000 Cft




mortar.

'0' to 10' height 269 100 Cft

83'10' to 20' height 269 100 Cft

8420' to 30' height 2 100 Cft


complete. 165 P.Cft

86

























coats. 56 100 Sft








0' to 5' depth 696 1000 Cft




height. 131 100 Cft







108


Pumping Machinery








Accessories

(a)




(b)


parts.



P.Set









complete. 1 Job


1 No



1 Job


2 No



1 Job


1 Job


1 sets 1







house. 100 P.Rft


glass. 1 P.No













portion. 40 P.Rft



117














P.Set







124



mile. 4000 1000 Cft












128

(Ch: 7 item No.4)





























136

Ch: 18 item No.19




BRICK PAVEMENT


138

Ch: 18 item No.19






edge. 4800 100 Sft









21050 100 Cft













Barbed wire147

Chapter No.26 Item No. 3















(In (1:4) c/s mortar.) 63 100 Cft




153




square bars 4" c/c60 P. Sft



Boundary Wall




157 Cement concrete brick or stone ballast 1/1/2" to 2" gauge 'in

foundation and plinth. (1:6:12) 138 100 Cft158

Pucca brick work other than building up to 10' height.

(In (1:4) c/s mortar.) 750 100 Cft159


sand blinded complete. 12 100 Sft160

'1/2" thick cement plaster (1:4) upto 20' height. 1200 100 Sft161

P.C.C. 1:2:4 for topping complete. 12 100 Cft1

2

3


with address


in this respect.





Bahawalpur

Rs. 31.705 Million

Rs. 0.634 Million

15 Months.

CONTRACTOR BID.


the contractor

R.C.C. Sewer 36.35 0.727 727000



2

chap:3 Item No:42




'0' to 7' Depth 227911 1000 Cft

37' to 15' Depth 52431 1000 Cft

4chap:7 Item No:30'


5








9" i/d 10961 P.Rft

6







(12" dia) 1475 P.Rft


Restoration of brick on edge pavement with sand cushion. 2875 100 Sft

8

chap: 3 Item No: 13




9Provision of Level set Topcon 1 Each


10





'0' to 7' Depth 31424 1000 Cft

11'7' to 15' Depth 10129.08 1000 Cft







1410' to 20' Depth 170 100 Cft








Approx:Cost

Earnest Money

Time Limet









19
















respect. 32 P.Rft





24






25

Ch No: 06 Item No:3





27

Ch No: 07 Item No:7


(1:5) 47 100 Cft



29





31







0' to 5' depth 1200 1000 Cft

335' to 10' depth

1200 1000 Cft

345' to 10' depth

962.4 1000 Cft


mortar.



37





40


41


42



43










48

P/Fixing 1/1/4"x1/1/4"x3/16" angle iron steps in chamber complete. 30 Each

49


complete. 2 Each



rock .

'0' to 7' Depth 700 1000 Cft

517' to 15' Depth 611 1000 Cft


sewer. 51 P. Cft







(15" dia) 16 P.Rft








0' to 5' depth 1773 1000 Cft

575' to 10' depth 1773 1000 Cft

5810 to 15' depth 1773 1000 Cft

5915 to 20' depth 1156 1000 Cft


mortar.


61

10' to 20' height 684 100 Cft

62

20' to 30' height 33 100 Cft











1/1/2:3 115 100 Cft

66

1.2:4. 15 100 Cft

67



68


69












74




'0' to 5' depth 1455 1000 Cft

76

'5' to 10' depth 1455 1000 Cft

77

10' to 15' depth 1455 1000 Cft

78

15' to 20' depth 294 1000 Cft


mortar.

'0' to 10' height 550 100 Cft

80'10' to 20' height 550 100 Cft

8120' to 30' height 2 100 Cft


complete. 165 P.Cft

83











89
















coats. 56 100 Sft








0' to 5' depth 696 1000 Cft




height. 131 100 Cft







106


Pumping Machinery








Accessories

(a)




(b)


parts.

P.Set











complete. 1 Job


1 No



1 Job


2 No



1 Job


1 Job


1 sets 1







house. 100 P.Rft


glass. 1 P.No













portion. 40 P.Rft



115












P.Set









122



mile. 8000 1000 Cft












126

(Ch: 7 item No.4)





























134

Ch: 18 item No.19




BRICK PAVEMENT


136

Ch: 18 item No.19






edge. 71040 100 Sft









9356 100 Cft













Barbed wire145

Chapter No.26 Item No. 3















(In (1:4) c/s mortar.) 63 100 Cft

149



150


151




square bars 4" c/c

60 P. Sft



1

2

3


with address


in this respect.





Bahawalpur

Rs. 36.693 Million

Rs. 0.734 Million

15 Months.

CONTRACTOR BID.

Sr.N

o.Description of items. Qty. Unit

Rate quoted by

the contractor

R.C.C. Sewer 36.35 0.727 727000

1

chap:3 Item No:42




'0' to 7' Depth 183739 1000 Cft



3







(12" dia) 9875 P.Rft

4Chapter No. 4 Item No. 29 & Chapter No. 21 Item No. 10

Dismentling of brick or flagged flooring with out concrete foundation.4500 100 Sft

5

Chapter No. 4 Item No. 29 & Chapter No. 21 Item No. 10

Restoration of brick pavement on edge over laid servise line with 2"

sand cushion. 4500 100 Sft

6

chap: 3 Item No: 13





7





'0' to 7' Depth 13888 1000 Cft

8'7' to 15' Depth 7440 1000 Cft












13







15









DNIT FOR PROVISION OF TUFF TILE & SANITATION SCHEME IN HATIJI TEHSIL AHMADPUR

EAST DISTRICT BAHAWALPUR.

(R.C.C Sewer, Tuff Tile, Drains, with other allied works)

Approx:Cost

Earnest Money

Time Limet








respect. 800 P.Rft






edge. 144327 100 Sft





Providing Laying remmaing brick ballast 1/1/2" to 2" guage mixed

with 25 % sand for floor foundation complete in all respect. 23195 100 Cft







(50% Grey / 50% Coloured) 60-mm thick.201381 P. Sft


25






26

Ch No: 06 Item No:3





28

Ch No: 07 Item No:7


(1:5) 47 100 Cft



30



over 1:2 cement sand mortor 3/4" (20mm) thick, including finishing 46.56 100 Sft


32




DRAIN TYPE-I










Providing, laying, watering and ramming brick ballast 1½"

to 2"(40 mm to 50 mm) gauge mixed with 25% sand, for

floor foundation, complete in all respects. 2678 100 Cft

35(Ch: 7 item No.4)


36 (Ch: 20 item No.3)




37 (Ch: 20 item No.6)






38Ch: 25 item No.10+11



cutting, drilling ,revitting and fixing ,but excluding erection in position

.including erection and fitting in position iron trusses staging of

water tanks etc 292.40 100 Kg

1

2


with address




Bahawalpur


in this respect.

Rs. 36.530 Million

Rs. 0.731 Million

15 Months.

CONTRACTOR BID.


the contractor

R.C.C. Sewer 36.35 0.727 727000

1

chap:3 Item No:42

'Earth work excavation in open cutting for sewer and manholes

i/c shuttering is not including & 'timbering in all types of soil

except shingle gravel and rock .

'0' to 7' Depth 31500 1000 Cft

27' to 15' Depth 13500 1000 Cft


4



concrete 1:1½:3 conforming to ASTM Specification C-76-79,

Class II. Wall B, including carriage of pipe from factory to site of

work, lowering in trenches to correct alignment and grade,

jointing with rubber ring, cutting pipes where necessary, testing,

etc., complete

(27" dia) 1189 P.Rft

5


Dismentling of brick or flagged flooring with out concrete

foundation. 4500 100 Sft

6


Restoration of brick pavement on edge over laid servise line with

2" sand cushion. 4500 100 Sft

7

chap: 3 Item No: 13





8


Earth work excavation in open cutting for sewer and manholes

i/c shuttering is not including & 'timbering in all types of soil

except shingle gravel and rock .

'0' to 7' Depth 633 1000 Cft

9'7' to 15' Depth 363 1000 Cft





Pucca brick work in c/s mortar (1:3) other than building in

circular masonry. 438 100 Cft

12 above 10' depth 111 100 Cft






15




DNIT FOR P/L SEWERAGE /TUFF TILE MUMBARAK PUR CITY TEHSIL AHMADPUR EAST

DISTRICT BAHAWALPUR.

(R.C.C Sewer, Tuff Tile, screening chamber, Colecting tank ,Pump house ,Out fall chamber,boundry wall, ,Pacca sullage

carier,Pumping Machinery with other allied works)

Approx:Cost

Earnest Money

Time Limet




17



i/dia (frame weight 37.324 Kgs.) asper standard drawing

STD/PD No. 6 of 1977 complete. 3 Each






Construction of standard Gully grating chamber 12"x12" with

C.I Gully Trap, weighing 36.75 Kg. Frame hinged safety type,




with spigot socket , & collar joint i/c reinforcement complete in

all respect. 320 P.Rft


Back filling of earth by rehandling of earthwork with single throw

of kassi i/c watering ,ramming complete. 1920 1000 Cft


22Excavation of well in dry up to 20 ft. below ground level

disposed off soil with in one chain in ordinary soil.

0' to 5' depth 1400 1000 Cft

235' to 10' depth

1400 1000 Cft

2410' to 15' depth

1190 1000 Cft

2515' to 20' depth

1190 1000 Cft

26Providing and fixing structural steel for cutting edge etc.

117 100 Kg

27R.C.C. (1:2:4) in wall curb complete with shuttering moulds

finishing and curing etc Complete. 209 P.Cft


mortar.




31 R.C.C. (1:2:4) in core wall not requiring shuttering etc

Complete. 205 P.Cft




34Dry sinking of well in cluding loading and removing excavated


10' to 15' height 1120 1000 Cft

3515' to 20' height 1120 1000 Cft

36


37


38


39 3/4" thick vertical D.P.C in (1:3) cement sand mortar with

one coat of bitumen and one coat of polythene sheet 500

gauge. 928 100 Sft

40


41Cement pointing struck joint in (1:2) c/s mortar with extra rate

of red pigment complete. 185 100 Sft

42Fabrication of heavy steel work of angle iron , flat , etc

complete with erection and fixing in position . 874 100 Kg






complete. 50 Each

46P/Fixing 6" thick man hole cover 22" dia with C. I tee shaped


47 Earth work excavation in open cutting for sewer and manholes

i/c shuttering & 'timbering in all types of soil except shingle

gravel and rock .

'0' to 7' Depth 961 1000 Cft

487' to 15' Depth 1099 1000 Cft


sewer. 90 P. Cft



51S/Fixing C.I. Pen stock 2.5'' x 2.5' size with copper lining





0' to 5' depth 2215 1000 Cft

535' to 10' depth 2215 1000 Cft

5410 to 15' depth 2215 1000 Cft

5515 to 20' depth 443 1000 Cft




mortar.


58

10' to 20' height 636 100 Cft

59

20' to 30' height 139 100 Cft











1/1/2:3 112 100 Cft

63

1.2:4. 15 100 Cft

64 3/4" thick vertical D.P.C in (1:3) cement sand mortar with

one coat of bitumen and one coat of polythene sheet 500

gauge. 1225 100 Sft

65


66

upto 30' height 151 100 Sft


including extra cost of labour and material for red oxide pigment

in cement pointing to mach with the colour of brick. 172 100 Sft



69Brick on edge flooring,sand grouted i/c preparation of bed i/c

1/2" mud plaster . 200 100 Sft

70




'0' to 5' depth 1732 1000 Cft

72

'5' to 10' depth 1732 1000 Cft

73

10' to 15' depth 1385 1000 Cft



75P/Laying R.C.C (1:2:4) in well crub complete with finishing and

curing etc. 136 P.Cft


c/s mortar.

'0' to 10' height 648 100 Cft

77

'10' to 20' height 191 100 Cft

78

20' to 30' height 250 100 Cft

79


complete. 110 P.Cft

80


81

Fabrication of mild steel reinforcement for cement concrete

using deformed bars. 1365 100 Kg



10' to 15' height 104 1000 Cft

83P/L P.C.C. (1:2:4) i/c skipping of concrete in wells . 457 100 Cft



85 'P.C.C. (1:1.5:3) in bed and topping complete with finishing

etc; 57 100 Cft

86 3/4" thick vertical D.P.C. of cement plaster (1:3) with one




88Upto 30' Height 16 100 Sft

89Cement pointing struck joints in (1:2) c/s with extra rate of

red oxide pigment. 230 100 Sft




(1.5mm)sheeting including angle iron frame 2"x2"x3/8" flat and

3/4" square bars 4" c/c 35 P. Sft

92 P/Fixing steel, window with open able glazed panels using

beam section for frame 'Z' section for leaves 3/4"x1"x3/4"x1/8" 'T'

for sashes 1"x1"x1/8" complete with 4mm glass pans, hinges ,

hold fast, & fitting etc; and 24 gauge wire gauze 12x12 mesh. 32 P. Sft

93 P/ fixing M.S. flat 1/2"x1/8" grill including 3/4"x1/8" M.S. flat

frame in window including painting 3 coats complete in all

respects. 32 P. Sft

94Preparing surface and painting of door and windows of any type

3 coats. 70 100 Sft




96

White washing three coats on new surface. 804 100 Sft



98

Brick on edge flooring, laid in (1:6) c/s mortar over a bed of 3/4"




0' to 5' depth 696 1000 Cft

100

Cement concrete brick or stone ballast 1/1/2" to 2" gauge in


101

Pucca brick work other than building in (1:3) c/s mortar upto

10 height. 131 100 Cft

102


103

Fabrication of mild steel reinforcement for cement concrete

using deformed bars. 9 100 Kg

104


105

1/2" thick cement plaster (1:3).


106


Pumping Machinery

107 P/Installing and Testing of 1.25 cusec discharge against a total

head of 45 ft couple with E. Motor 15 BHP A.C Including

carriage to site of work i/c all incidental charges horizontal non

clogging Pump ((Approved manufacturer of HUD & PHED)

Complete with flexible coupling , flanged intermediate piece,

mounted on common steel base frame coupled with Siemens

Electric Motor 1450 RPM. with following accessories.

Accessories

(a)



size and one china screw driver set. 1 No

(b)


parts.











complete. 1 Job


1 No

(e) S/F M.S/C.I pipe suitable dia including CI flanged specials of

BSS quality required for suction and delivery complete with

painting etc. 1 Job

(f) P/Fixing Sluice valve of suitable dia, on suction and delivery

ends. 2 No



1 Job


1 Job


1 sets







glass. 1 P.No

110S/E of iron/ aluminum clad 500 Volts main switch 500 Amps.

With triple pole and neutral links and HRC fuses on angle iron

board with 3 mm thick M.S. sheet covering including bonding to

earth with necessary flexible pipe and thimbles complete. 1 P.No

111Earthing with G.I. Wire 8 SWG in G.I. Pipe 15 mm dia.

Recessed or on surface of wall and floor complete with 1.5 M

G.I. Pipe 50 mm dia with reducing socket 4-5 M below G. Level

and 2 M away from Building plinth. 1 P.job

112 P/ laying, cutting, jointing, testing, cast iron / D.I pipe line 6" dia




portion. 40 P.Rft

1 P.Set

113P/Fixing Sluice valve 6" i/dia of BSS quality and weight class 'B'


114P/Fixing Non return valve 6" i/dia of BSS quality and weight class




Boundary Wall with Gate.

116 Excavation in foundation of building etc; and other structure i/c

're filling around structure & watering and ramming lift upto 5' in





(In (1:4) c/s mortar.) 488 100 Cft

119

(In (1:5) c/s mortar.) 265 100 Cft





red oxide pigment. 379 100 Sft

123


124P/Fixing steel grated door complete with locking arrangement,

angle iron 2"x2"x3/8" flat & 3/4" square bar @ 4"c/c. 60 P.Sft



Sullage Carrier 126 E/w excavation in open cutting up to 5' (1:5m) depth for storm

water channels drains sullage drain in open area roads streets

lanes i/c under pinning of walls and shoring to protect exixting

works shuttering and timbring of trenches dressed to designed

level and dimensions trimming removal of surface water from

trenches back filling and surplus excavated material disposed of

and dressed with in 50' lead ordinary soil. 42000 1000 Cft



128 Pucca brick work other than building up to 10' height cement




130Earth work excivation filling around structure including watering

ramming dressing & leveling designed section in ord soil . 60000 1000 Cft

131Cement concrete 1:2:4 for topping in bed complete. 4676 100 Cft



with 25 % sand for floor foundation complete in all respect.59747 100 Cft










135






136

Ch No: 06 Item No:3





138

Ch No: 07 Item No:7


ratio (1:5) 47 100 Cft



140



over 1:2 cement sand mortor 3/4" (20mm) thick, including

finishing 46.56 100 Sft


142




1

2

3


with address



Lowest contractor has to deposit performance guarantee as per PPRA Rules amounting to the corresponding below rates

as mentioned in the tender documents. No conditional / Telegraphic tender will be accepted.



Bahawalpur

Rs. 44.895 Million

Rs. 0.898 Million

15 Months.

CONTRACTOR BID.


the contractor

R.C.C. Sewer 36.35 0.727 727000

1

chap:3 Item No:42




'0' to 7' Depth 407444 1000 Cft

27' to 15' Depth 52140 1000 Cft

3chap:7 Item No:30'



5








9" i/d 550 P.Rft

6





work, lowering in trenches to correct alignment and grade, jointing

with rubber ring, cutting pipes where necessary, testing, etc.,

complete

(12" dia) 12210 P.Rft

715" dia 500 P.Rft

818" dia 1000 P.Rft

921" dia 1200 P.Rft

1024" dia 1500 P.Rft

11


Dismentling of brick or flagged flooring with out concrete

foundation. 49575 100 Sft

12


Restoration of brick pavement on edge over laid servise line with

2" sand cushion. 49575 100 Sft

13

chap: 3 Item No: 13





14





'0' to 7' Depth 21578 1000 Cft

15'7' to 15' Depth 11117 1000 Cft

DNIT FOR P/L SEWERAGE /TUFF TILE CITY HATHAIJI MOUZA HATHAIJI TEHSIL AHMADPUR

EAST DISTRICT BAHAWALPUR.

(R.C.C Sewer, Tuff Tile, screening chamber, Colecting tank ,Pump house ,Out fall chamber,boundry wall, ,Pacca sullage carier,Pumping

Machinery with other allied works)

Approx:Cost

Earnest Money

Time Limet







18above 10' depth 407 100 Cft












23



i/dia (frame weight 37.324 Kgs.) asper standard drawing

STD/PD No. 6 of 1977 complete. 183 Each







Gully Trap, weighing 36.75 Kg. Frame hinged safety type,





respect. 1440 P.Rft


Back filling of earth by rehandling of earthwork with single throw

of kassi i/c watering ,ramming complete. 8640 1000 Cft


28Excavation of well in dry up to 20 ft. below ground level

disposed off soil with in one chain in ordinary soil.

0' to 5' depth 1400 1000 Cft

295' to 10' depth

1400 1000 Cft

3010' to 15' depth

1190 1000 Cft

3115' to 20' depth

1190 1000 Cft

32Providing and fixing structural steel for cutting edge etc.

117 100 Kg

33R.C.C. (1:2:4) in wall curb complete with shuttering moulds

finishing and curing etc Complete. 209 P.Cft


mortar.




37





40Dry sinking of well in cluding loading and removing excavated


10' to 15' height 1120 1000 Cft

4115' to 20' height 1120 1000 Cft

42


43


44


45



46











complete. 50 Each

52P/Fixing 6" thick man hole cover 22" dia with C. I tee shaped



shuttering & 'timbering in all types of soil except shingle gravel

and rock .

'0' to 7' Depth 961 1000 Cft

547' to 15' Depth 1099 1000 Cft


sewer. 90 P. Cft





work, lowering in trenches to correct alignment and grade, jointing

with rubber ring, cutting pipes where necessary, testing, etc.,

complete

(24" dia) 16 P.Rft



58S/Fixing C.I. Pen stock 2.5'' x 2.5' size with copper lining complete





0' to 5' depth 2215 1000 Cft

605' to 10' depth 2215 1000 Cft

6110 to 15' depth 2215 1000 Cft

6215 to 20' depth 443 1000 Cft




mortar.


65

10' to 20' height 636 100 Cft

66

20' to 30' height 139 100 Cft











1/1/2:3 112 100 Cft

70

1.2:4. 15 100 Cft

71



72


73

upto 30' height 151 100 Sft








77




'0' to 5' depth 1732 1000 Cft

79

'5' to 10' depth 1732 1000 Cft

80

10' to 15' depth 1385 1000 Cft



82P/Laying R.C.C (1:2:4) in well crub complete with finishing and

curing etc. 136 P.Cft


c/s mortar.

'0' to 10' height 648 100 Cft

84

'10' to 20' height 191 100 Cft

85

20' to 30' height 250 100 Cft

86


complete. 110 P.Cft

87


88

Fabrication of mild steel reinforcement for cement concrete using




10' to 15' height 104 1000 Cft

90P/L P.C.C. (1:2:4) i/c skipping of concrete in wells . 457 100 Cft



92

'P.C.C. (1:1.5:3) in bed and topping complete with finishing etc; 57 100 Cft

93 3/4" thick vertical D.P.C. of cement plaster (1:3) with one coat




95Upto 30' Height 16 100 Sft






(1.5mm)sheeting including angle iron frame 2"x2"x3/8" flat and

3/4" square bars 4" c/c 35 P. Sft

99 P/Fixing steel, window with open able glazed panels using beam




100P/ fixing M.S. flat 1/2"x1/8" grill including 3/4"x1/8" M.S. flat frame

in window including painting 3 coats complete in all respects. 32 P. Sft


coats. 70 100 Sft




103

White washing three coats on new surface. 804 100 Sft







0' to 5' depth 696 1000 Cft



108Pucca brick work other than building in (1:3) c/s mortar upto 10

height. 131 100 Cft

109




111


1121/2" thick cement plaster (1:3).


113


Pumping Machinery

114 P/Installing and Testing of 1.25 cusec discharge against a total

head of 45 ft couple with E. Motor 15 BHP A.C Including carriage

to site of work i/c all incidental charges horizontal non clogging

Pump ((Approved manufacturer of HUD & PHED) Complete with

flexible coupling , flanged intermediate piece, mounted on

common steel base frame coupled with Siemens Electric Motor

1450 RPM. with following accessories.

Accessories

(a)




(b)


parts.











complete. 1 Job


1 No


quality required for suction and delivery complete with painting

etc. 1 Job


2 No



1 Job


1 Job


1 sets







glass. 1 P.No


triple pole and neutral links and HRC fuses on angle iron board

with 3 mm thick M.S. sheet covering including bonding to earth

with necessary flexible pipe and thimbles complete. 1 P.No

1 P.Set


or on surface of wall and floor complete with 1.5 M G.I. Pipe 50

mm dia with reducing socket 4-5 M below G. Level and 2 M away

from Building plinth. 1 P.job

119 P/ laying, cutting, jointing, testing, cast iron / D.I pipe line 6" dia




portion. 40 P.Rft

120P/Fixing Sluice valve 6" i/dia of BSS quality and weight class 'B'


121P/Fixing Non return valve 6" i/dia of BSS quality and weight class




Boundary Wall with Gate.







(In (1:4) c/s mortar.) 2609 100 Cft

126

(In (1:5) c/s mortar.) 1556 100 Cft






130


131P/Fixing steel grated door complete with locking arrangement,

angle iron 2"x2"x3/8" flat & 3/4" square bar @ 4"c/c. 60 P.Sft



Sullage Carrier 133 E/w excavation in open cutting up to 5' (1:5m) depth for storm

water channels drains sullage drain in open area roads streets

lanes i/c under pinning of walls and shoring to protect exixting

works shuttering and timbring of trenches dressed to designed

level and dimensions trimming removal of surface water from

trenches back filling and surplus excavated material disposed of

and dressed with in 50' lead ordinary soil. 2625 1000 Cft







137Earth work excivation filling around structure including watering

ramming dressing & leveling designed section in ord soil . 3750 1000 Cft

138

Cement concrete 1:2:4 for topping in bed complete. 292 100 Cft



with 25 % sand for floor foundation complete in all respect.54131 100 Cft






grouting with sand in joints i/c finishing to require .slope.complete

in all respect. (50% Grey / 50% Coloured) 60-mm thick.144350 P. Sft


146






147

Ch No: 06 Item No:3





149

Ch No: 07 Item No:7


(1:5) 47 100 Cft



151





153




1

2

3


with address


in this respect.





Bahawalpur

Approx:Cost Rs. 41.498 Million

Rs. 0.830 Million

Time Limet 15 Months.

CONTRACTOR BID.


the contractor

INVESTIGATION OF SOURCE

1 Chapter -23 item 1d & 2b

Boring for tubewell in all types of soil except shingle and

rock,from ground level to 100 ft: depth including sinking and

withdrawing of casing pipe complete .6" dia

0 to 100' depth36.35 0.727 727000

2

100 to 200 depth 100 P.Rft



4 Testing of strata and water sampels from PHE Department

laboratory complete with all charges. 12 Each

TUBE WELL 0.25 cusec

5 Chapter -23 item 5aii

Direct rotary/reverse rotary drilling of bore for tubewell in all

types of soil except shingle gravel and rock.

From ground level to 200 ft below G.L 15" to 18" dia260 P.Rft

6 Testing of strata and water sampels from Govt: complete with all

charges. 6 P.Set

7 P/I Fiber glass strainer in tube wells bore holes i/c sockets,

specials, sockets, studs etc complete in all respect i/c bail

plug.12" dia (N.S)60 P.Rft


Proviing strong substantially built box of deodar wood 4"x2-

1/2"x9" (1200x750x225 mm) with compartment ,lock and locking

arrangment for preserving samples of strata from bore hole. 2 P.Job

9 Chapter -23 item 14 j

P/I M.S. blind pipe socketed/welded joint M.S. reducer (where

necessary) in tubewell bore hole i/c jointing, welding with

strainer etc. complete. 12"dia ¼" thick.210 P.Rft


Shrouding with pea graded gravel 3/8" to 1/8" dia tubewell in

bore hole. 731 P.Cft


Testing and developing of tubewell 12" dia upto 1.25 cusec

discharge continuously pumping upto 72 hours with contractor's

own machinery staff i/c preserving of water sample after every

24 hours runing etc. complete in all respect. 144 P.Hour

12 P/F in position M.S. suspension clamps in PCC 1:2:4 for 12" dia

pipe i/c all cost of labour and material etc. complete in all

respect. (N.S) 2 P.No



14 P/F M.S. well cap for tubewell 12" dia i/c locking arrangements

(N.S) 2 P.No

PUMP HOUSE 12' X 12'

15 Chapter -3 item 21(b)




ft. and lift upto 5 ft. in ordinary soil.945 1000 Cft



foundation and plinth ratio Foundation and plinth ratio 1:6:12

foundation. 302 100 Cft

DNIT REHABILITATION OF RURAL WATER SUPPLY SCHEME CHAK NO.44/DNB

TEHSIL YAZMAN DISTRICT BAHAWALPUR.Installation of Tube well. P/L Construction of pump house, Pumping Machinery, Rising Main and Distribution

system, with other allied works.

Earnest Money


Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50

mm) gauge, in foundation and plinth:- (1:6:18) 156 100 Cft


Pacca brick work in cement sand mortor(1:5) plinth and

Foundation. 1102 100 Cft


Providing and laying damp proof course of cement concrete

1:2:4 (using cement, sand and shingle), including bitumen

coating: with two coats of bitument 2" thick 118.12 100 Sft


Pacca brick work in ground floor (1:5) cement sand mortor 1506 100 Cft


Filling, watering, and ramming earth under floors with surpulas

earth from foundation etc. 472 1000 Cft


supplying and filling sand under floor or plugging in well136 100 Cft


Cement plaster 1 : 4 upto 20 ft. height (b) 1/2 inch thick 1644 100 Sft


Providing and laying topping of cement concrete (1 : 2 : 4)

including surface finishing and dividing in panels (2 inch thick) 288 100 Sft

25 Chapter -6 item 6(a)i










situ, complete in all respect. (3) (C) Type C (nominal mix 1: 2: 4)

329 P.Cft26 Chapter -6 item 9





from bars) (b) deformed bars1006.06 100 Kg


Providing and fixing panelled door of M.S. sheet, with

forged door leaves of M.S. sheet 22 SWG fitted in hollow

frame chowkat 3"x4½" (75 mmx113 mm) made of M.S.

sheet 18 SWG filled with plain cement concrete 1:3:6 etc.

complete with all fittings and hammer painting, including

carriage to site and fixing in position. 56 P.Sft


Providing and fixing steel windows with openable glazed panels


leaves T-section sashes 1" x 1" x 1/8" with glass 2.5mm thick

panes, wooden screed for glazing embedded over a thin layer of

putty duly screwed with leaves brass fittings, holdfast, duly

painted, complete in all respects, including all cost of material

and labour etc. as per approved design and as directed by the

engineer-in-charge.I/c wire gauze 22 SWG64 P.Sft


Providing and fixing M.S. flat ½"x1/8" (13mm x 3mm)

grillincluding ¾" x 1/8" M.S. flat frame, windows of approved

design, including painting three

coats, complete in all respects.64 P.Sft

30 Chapter -11 item 18+31

Cement pointing 1:2 struck joint on walls upto 20 ft.height. i/c

cost of red oxide pigment. 1604.26 100 Sft


Single layer of tiles 9"x41/2"x1-1/2" laid over 4 inch earth and 1

in. mud plaster without bhoosa grouted with cement sand top

of RCC. roof slab providing with bitumen coating sand blinded

i/c one layer of polythine sheet 500 gauge.496.12 100 Sft

32 Chapter -11 item 23-iii

Distempring 3 coats on wall. 1843.12 100 Sft

33 Chapter -13 item 5©i+ii

Preparing surface and painting of doors and windows any type

(including edges):- 3 COATS112 100 Sft


Khassi parnalas in cement sand mortar outside 12 inch width

finished smooth with a floating coat of neat cement. 28 P.Rft


Bottom khurras of brick masonry in cement sand mortar '(1:6)

4ft x2ft x41/2inch over 3 inch cement concrete '1:4:82 Each

36 Chap- 9 Item No-15

Khurras on roof 2' x 2' x6" 2 P.No

37 P/F R.S joint best quality china made i/c 3 coats of paint 8" x 4"

in minimum 5 mm thick. (N.S)28 P.Rft

38 Provision for electric fitting / celing Fan (Royal ,Pak ,Younas)

56" etc complete in all respect. (N.S) 2 Each






mm thick.414 P. Sft

Pumping Machinery For Tube Well










lubricating. 1 Set



smoke colour.1 No









(above 5hp1 Job















respect. 1 Job















Pumping Machinery For G.S.T





phase 15 BHP electric motor siemen make 380/440 volt squirrel

cage hallow shaft with following technical data and etc complete

i/c all accessories etc complete in all respect.

Technical Data

Type Deep well vertical

turbineDischarge 0.5 cusec

Head 100 ft

BHP 15 BHP

Column pipe 15 ft

RPM 1450

Accessoriesa Supplying of tool kit comprising of one china spanner set , one



lubricating. 1 Set

b MCU (Motor Control Unit) for 15 BHP motor with following

accessories. 1 No

i- Line Contractor IE (Class AC 3 at 400 volts) 1 No

ii- Delta Contractor IE (Class AC 3 at 400 volts) 1 No

iii- Star Contractor IE (Class AC 3 at 400 volts) 1 No

iv- Thermal Over Load Relay, Auto Reset Type. 1 No

v- Time Delay Relay (Timer). 1 No

vi- Current Transformer. 3 Nos

vii- Ammeter 1 No

viii- Main Circuit Breaker 1 No

ix- Auxliary Circuit Braker. 1 No

x- Connector Strip Ten" Thermal. 3 No

xi- Voltmeter Selector Switch 4-Position. 1 No

xii- Phase Failure Under / Over Voltage Relay. 1 No

xiii- Voltmeter. 1 No

xiv Dry Running Pritection Relay. 1 No

c

S/F power wiring of suitable size PVC sheathed insulated wire

from energy meter to MCU inflexible PVC pipe in suitable

diameter with brass end connectors.1 Job

d

S/F power feeder from MCU to motor with suitable size 3 core

cable enclosed in suitable diameter GI medium quality with

flexible PVC pipe motor and starter ends alongwith brass end

connectors i/c cost of power wire single core suitable size

electric pole to main switch in side the pump house complete in

all respect.1 Job

e

Earthing of motor and other equipment with GI wire in GI pipe



house complete in all respect. 1 Job

f

S/F CI flenged special of BSS quality reqiured delivery ends

jointing with rising main complete in all respect 1 Job

g

S/F base plate of 2' x 2' x 1/4" of suitable size properly groutred

in foundation i/c nuts and bolts complet in all respect.

1 Job

h

PCC (1:2:4) foundation of pump and motor as per manufacture's

specification with stain less steel nuts and bolt complete in all

respect 1 Job

i S/F 6" i/d CI non return valve BSS on delivery ends 1 No

j

S/F CI Sluice valves of 6" i/d as per BSS on delivery end

complete in all respect 1 No

k S/F 2½" dia air valve double action. 1 No

l P/F in position pressure guage 0 to 150 lbs. 1 No

m

Internal electrification of pump house with 16 mm dia PVC pipe

250/440 volts PVC installede 3/0.029" wire 3 Nos. round block

of shallow wood one shallow wood board of 12"x14" size one 9"

long swan neck plain brass / steel oxidized (lamp holder on wall

type / pole type) with brass holder water tight reflectors with

brass holder on two pins 10/15 ampere and one set earthing as

standard specifications etc: complete in all respect.1 Job

n

S/F delivery pipe 6" i/d (G.I. pipe for pump i/c connection with

rising main as per requirement complete in all respect. 1 Job

o

Motor cable and control shall be improved as recommended by

the manufacturer. 1 Job

p

Suuplying of test report from MEPCO (WAPDA) by the

approved contractors. 1 No

q

Providing and fixing chain pully block 5 tone capacity with 5-

meter chain complete in all respect. 1 No


RISING MAIN & DISTRIBUTION SYSTEM


Excavation of trenches for water supply pipe line in all kinds of

soil except cutting rock for water supply pipe lines upto 5 ft

depth from ground level including trimming dressing the sides,

leveling the beds of trenches to correct grade and cutting pits for

joints etc. complete in all respect. 489924 1000 Cft


Providing, laying, cutting, jointing, testing and disinfecting

High Density Polyethylene Pipe (HDPE-100) working presure

pipe in trenches. complete in all respects:-

PN-8 (SDR-21) 8" dia 37920 P.Rft44

6'' i/d HDPE 2532 P.Rft

45 Chapter23 Item 26

Providing, laying cutting jointing testing and disinfecting Pipe

line of Class-B working pressure with jointing material etc.

complete

4'' i/d PVC

4001 P.Rft

463'' i/d PVC 24139 P.Rft

47 Chapter23 Item 36-

Providing, laying cutting jointing testing and disinfecting G.I Pipe

line OF BSS class B working presure line with jointing material

etc. 6"i/d 60 P.Rft

488'' i/d 100 P.Rft


Providing and installing M.S. blind pipe socketed/welded

joint, M.S. reducer (where necessary), in tubewell bore

hole, including jointing/welding with strainer, etc.

complete:- 70 P.Rft

50 Chapter 23 Item 28(i)

Providing and fixing cast iron specials of BSS Class B such as

Tees, Bends, Cross , Collar, Reducer and Tail Piece etc.

3" to 6" dia P. Kg


P/F Sluice Valve of BSS quality and weight I/c cost of jointing

material. 8" i/d 2 Each

526" i/d 2 Each

534" i/d 2 Each

543" i/d 2 Each

55 Chapter 23 Item 30(d)

Providing and fixing air valve 2/1/2" dia of BSS quality and

weight (complete with jointing material) 19 P.No

56 P/Fixing non return valve i/c cost of jointing material

6" i/d (N.S)4 Each

578" i/d 7 Each


Back filling of trenches by re-handling of earth lead upto a single

throw of kassi phaorah compaction , ramming of earth etc.

complete in all respect. 391939 1000 Cft

59 Dismantling of brick or flagged flooring with out concrete

foundation etc. 14415 100 Sft

60Restoration of brick of pavement edge overlide servises line

with 2" sand cusion under soling . 14415 100 Sft



62 Chapter No. 21 Item No. 12-c



SLUICE VALVE CHAMBER 3'X3' WITH STEEL COVER








foundation and plinth (1:6:12) 75 100 Cft






PCC (1:2:4) i/c placing, laying, finishing, curing etc: complete. 11.25 100 Cft

68 Chapter 6 item 6-a

Fabrication of heavy steel work, with angle, tees, flat iron round

iron and sheet iron for making trusses, girders, tanks etc. i/c

cutting , drilling, revitting handling , assembling and fixing 200 100 Kg

SLUICE VALVE CHAMBER 3'X3' WITH SLAB








foundation and plinth (1:6:12) 79.84 100 Cft






PCC (1:2:4) i/c placing, laying, finishing, curing etc: complete. 12 100 Cft

74 Chapter 6Item 6a










situ, complete in all respect.(3) (C) Type C (nominal mix 1: 2: 4)81 P. Cft







CROSSING PIPE UNDER ROAD

76Supply of M.S pipe 10" i/d 3/16" thick for casing.

80 P.Rft

77 Welding of M.S pipe in two sides i/c cost labour hiring charges

of weding plant and gauging after welding7.98 P.Rft

78 Cost of labour required at site of work lowering in tranches and

jaking lowering horizontally with jack push method & removing

the excavated meterial and disposal of earth from tranches/pit

outside upto 50' lead 12.50 pipe can insered in boring during

working day reqirede.

a) Mechanic/Supervoiser 4 P.Day

79 Skilled Labour 9 P.Day

80 Un Skilled Labour 19 P.Day

81 Hire Charges of horizontally jack of 250 ton capacity and

wooden plantks of required size and jacking reaction block etc

complete in all respects.

i) 2 Nos Jacks 9 P.Day

82Wooden plants of required size (L.S)

1 Job

83 Hire Charges of chain pully block & tripod i/c cost of steel wire

rope and shackele for 4.80 days. 4.00 P.Day

84Earth work excavation in open cutting for water supply pipe line.

Manhole i/c shuttering tumbering etc complete in all respect.1640 1000 Cft

85Rehanndlin earth back filling of tranches.

1312 1000 Cft

HOUSE WATER CONNECTION 3" I/D PIPE AVERAGE

LENGTH 10 RFT

86 Excavation of trenches in all kind of soil except cutting rock for

water supply pipe line upto 5' depth67728 1000 Cft

87 Bailing out of water from trench for making connection etc

complete.498 P.Job

88 Supply of PE pipe PN 12.50, 20mm i/c cost of contractor profit

8466 Each

89 Back filling of trenches by re-handing of earth lead upto a single

throw of kassi phaorah etc54282 1000 Cft

90 P/Fixing Brass non return valve 1/2" i/d498 Each

91 S/F of PE bend 20mm bend i/c cost of contractor profit.996 Each

92 S/F of Brass stop cock 1/2" i/d

498 Each

93 Supplying and fixing of of PPR clamp saddle 90mm x1/2"498 Each

94 Providing fixing farole valve 1/2" i/d

498 Each

95 Supply & fixing of niple 1/2" i/d996 Each

96 Supply & fixing of hook

996 Each

97 Supply & fixing of adopter 1/2" i/d male & female

498 Each


98






99

Ch No: 06 Item No:3





101

Ch No: 07 Item No:7


ratio (1:5) 47 100 Cft



103


Coloured glazed tile dado (6" X 6" X 1/4") (6mm) thick in

pigment over 1:2 cement sand mortor 3/4" (20mm) thick,

including finishing 46.56 100 Sft


105




Ground Storage Tank 36 ft dia



'0' to 5' depth8130 1000 Cft

107 '5' to 10' depth8130 1000 Cft

108 10' to 15' depth

5973 1000 Cft


foundation and plinth. (1:4:8)1419 100 Cft

110 Under Appron (1:6:12)209 100 Cft


c/s mortar.

'0' to 10' height1965 100 Cft

112 10' to 20' height406 100 Cft

113 P/Laying R.C.C (1:2:4) in core wall / retaining wall requiring

shuttering complete. 901 P. Cft

114 For Bed355 P. Cft

115 P/Laying P.C.C (1:2:4) in bed complete.

255 P. Cft

116 P/L R.C.C. (1:2:4) in slabs, beams, lintels etc; complete.

1031 P. Cft







Upto 20' Height2687 100 Sft


red oxide pigment.

469 100 Sft

120 Providing fixing M.S sheet 1/4" thick with fram bracess and 2'x2'

x 1/4" angle iron fram with lock locking arrangement etc

complete in all respect.2 P.Each

121 Providing and fixing C.I /DI step ambended in wall of collecting

tank. 24 P.Each






mm thick.9410 P. Sft

123 Provision for Vent Pipe 6" Dia one side fix in top slab of Ground

Storage Tank U shape i/c labour charges etc in all respect . 2 P.Each

124 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 1131 100 Sft

Pumping Chamber At G.S.T


c/s mortar. 0' to 10' height482 100 Cft

126 P/L R.C.C. (1:2:4) in slabs, beams, lintels etc; complete.223 P. Cft






128P.C.C. (1:2:4) in bed and topping complete with finishing etc;

182 100 Cft

1291/2" thick cement plaster (1:3) up to 20 ft Height

643 100 Sft



131 Providing and fixing steel windows with openable glazed panels


leaves ¾" x 1" x 3/3" x 1/8" T-section sashes 1" x 1" x 1/8" with

glass5mm thick panes, wooden screed for glazing embedded

over a thin layer of putty duly screwed with leaves brass fittings,

holdfast, duly painted, complete in all respects, including all cost

of material and labour etc. as per approved design and as

directed by the engineer-in-charge.I/c wire gauze 22 SWG glass

pane 5 mm thick 32 P.Sft

132 Providing and fixing M.S. flat ½"x1/16"x1/8" grill including ¾"

x 1/8" M.S. flat frame in windows of approved design, including

painting three coats complete in all respect.32 P.Sft

133 Painting 3 coats to new surface 56 100 Sft

134 Single layer of tiles 9"x41/2"x1-1/2" laid over 4 inch earthand 1

inch mud plaster without bhoosa grouted with cement sand

top of RCC. roof slab providing with bitumen coating sand

blinded i/c one layer of polythine sheet 500 gauge. Ratio 1:3 ,

34 lbs. 182 100 Sft

135 Pucca brick work other than building in 1:3 c/s mortar.

'0' to 10' height.

39 100 Cft

136 Distember 3 coats to new surface

898 100 Sft

137 Providing fixing R.S Joint 8" x 4" x 5.5 mm thick duly painted

complete in all respect.

20 P.Rft

138 Making and fixing steel grated doors, complete with locking

arrangement, angle iron frame 2"x2"x3/8" (50x50x10 mm) and

¾" (20 mm) square bars 4" (100 mm) centre to centre.

28 P.Sft

Hypo Chlorinator

139 Providing fixing and testing of Hypo Chlorinator (Chemical

metering pump) capacity 0.30 gallons per day at 100 PSI

maximum injection pressure fitted with 1/60 HP air cooled heavy

duty electric motor 220 volts, 50 Hz, single phase A.C. motor

complete with all accessories like bleed valve assembly,

suction, tubing, discharge tubing, foot valve assebmly with

weight, back check valve assembly, solution tank, injection

fitting valve vrackets etc, complete in all respect.2 Each

1

2

3


with address


Bahawalpur



Lowest contractor has to deposit performance guarantee as per PPRA Rules amounting to the corresponding below

rates as mentioned in the tender documents. No conditional / Telegraphic tender will be accepted.

Contractor Having Registered With Punjab Revenue Authourty Will Be Eligible For Participation In Tendering

Process.

INVESTIGATION OF SOURCE TUBE WELL 0.25 cusec

Documents

Transcript of INVESTIGATION OF SOURCE TUBE WELL 0.25 cusec