D.N.I.T. FOR PROVISION OF WATER SUPPLY …eproc.punjab.gov.pk/BiddingDocuments/73622_DNIT.pdf · Pacca brick work cement sand mortar 1:6 in foundation ... staging of water tank etc:

DNIT Mandi S, Gunj (1)

Approximate Cost

Earnest Money.

Time Limit.

Sr. No.Item Description Quantity Unit Contractor Rate

1 Boring for tubewell in all types of soil except shingle

and rock, from ground level to 100 ft. (30 m) depth,

including sinking and withdrawing of casing pipe,

complete:- 6" dia 200.0 Rft. P. Rft. 213.00


and rock, from ground level to 100.1 ft. to 200 ft (30 to

60 m) depth, including sinking and withdrawing of

casing pipe, complete:- 6" dia 100.0 Rft. P. Rft. 331.90

3 Furnishing sample of water from bore hole 4.0 Set. P. Set 170.70

TUBE WELL 1-NO.

4. Direct rotary/ reverse rotary drilling of bore of tube well

in all kinds of soil except shingle and rock from ground

level to 250 feet below ground level. (20" to 26"

Dia.) 300.0 Rft. P. Rft. 636.35

5. Furnishing samples of water from bore hole. 4.0 Set. P. Set 170.70

Providing and installing M.S bail plug 12" dia 2.0 No. Each 5052.65

6. Providing and installing Brass Strainer in Tube Well

bore hole i/c socket studs, integral socket, 12" i/dia

6.00mm Thick. 100.0 Rft. P. Rft. 4181.80

7. Providing and installing M.S blind pipe socket/ welded

joint M.S reducer (where necessary in tube well bore

hole I/c jointing welding with strainer etc: complete 12"

I/dia 1/4" (6.0 mm) thick.

12" I/dia 1/4" thick. 200.0 Rft. P. Rft. 2275.05

8. Shrouding with graded pea gravel 3/8" to 1/8" around

the tube well in bore hole. 844.80 Cft. P. Cft. 90.20

9. Tesing and Development of tube well 6" dia and above

continusely. Upto 1 Cusec discharge 48.0 Hours. P-Hour 786.15

10. Providing, Fixing in position suspension clamp for 12"

dia pipe including cost of plain cement concrete 1:2:4

ratio block foundation. (N. S) 2.0 No. Each 1400.00

11. Providding and fixing M.S well cap on tube well for 12"

dia pipe. (N. S) 2.0 No. Each 600.00

12. Testing of strata and water samples from PHED

Laboratory complete will all charges. (N. S) 4.0 No. Each 800.00

PUMP HOUSE 12'X12'

13. Excavation in foundation for 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. 1334.250 Cft. %o Cft 5564.60

14. Cement concrete brick or stone ballast 1.5" to 2" gauge

in foundation and plinth ratio 1:6:12 643.640 Cft. % Cft. 9946.05

15. Pacca brick work cement sand mortar 1:6 in foundation

and plinth. 1188.000 Cft. % Cft. 15785.00

D.N.I.T. FOR PROVISION OF WATER SUPPLY SCHEME AT MANDI

SADIQ GUNJ TEHSIL MINCHANABAD DISTRICT BAHAWALNAGAR. Trail Bore,Tube well,Const: of Pump House, P/I Pumping Machinery, P/L Risinge Main & D/System.

Rs. 8,385,000/-

Rs. 168,000/-

3 Months

TRAIL BORE 1-NO.

Page 1 of 57



TRAIL BORE 1-NO.16. Providing and laying damp proof course of cement

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

including bitumen coating:

(b) with two coats of bitumen: 2" thick 236.250 Sft. % Sft. 4794.15

17. Providing and laying vertical damp proof course of

cement concrete 1:4 (using cement, sand and shingle),

including bitumen coating and polythene sheet 500

gauge.

(b) with two coats of bitumen: 1/2" thick 96.00 Sft. % Sft. 2687.95

18. Pacca brick work in (1:5) cement sand mortar in ground

floor. 1627.4 Cft. % Cft. 17251.30

19. Filling, watering and ramming earth under floors with

surpulas earth from foundation etc: 743.274 Cft. %o Cft. 2660.60

20. Supplying and filling sand under floor or plugging in

well. 135.14 Cft. % Cft. 1600.00

21. Cement plaster 1:4 upto 20 ft, height.

(b) 1/2" thick. 1296.00 Sft. % Sft. 1628.90

22. Providing and laying Topping PCC 1:2:4 (3" thick)

deviding in penels complete. 702.00 Sft. % Sft. 6049.55

23. Providing and laying reinforced cement concrete

(including presstressed concrete), using course sand

and screened graded and washed aggregate in required

shape and design including forms, moulds, shuttering,

lifting, compacting, curing, rendering and firnishing

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 position, or prestressed members cast in situ,

complete in all respect.

(3) (C) Type C (nominal mix 1:2:4) 186.18 Cft. P. Cft. 324.75

24. Febrication 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 bars. 570.22 Kg. % Kg 9867.60

25. Febrication of heavy steel work with angle, tee, flat iron,

round iron, and sheet iron for making trusses, girders, tanks

etc: i/c drilling riveting, handling, assembling, and fixing but

excluding erection in position including erection and fitting in

postion iron trusses, staging of water tank etc:579.36 Kg. % Kg 11693.00

26. Providing and fixing M.S flat 1/2" x 1/16" x 1/8"

grill including 3/4" x 1/8" M.S flat frame in windows of

approved design, including painting three coats complete in

all respect. 64.00 Sft. P-Sft. 178.00

27. Cement pointing 1:2 strick joint on walls upto 20 Ft,

height, i/c cost of red oxide pigment. 1590.00 Sft. % Sft. 2030.10

28. Single layer of tiles 9" x 4-1/2" x 1-1/2" laid over 4" earth and

1" Mud plaster without bhossa grouted with cement sand 1:3

on top of RCC roof slab providing with 34 Lb. bitumen

coating sand blinded. 288.00 Sft. % Sft. 5750.35

29. white washr three coats on new surface wall and

ceiling. 1584.00 Sft. % Sft. 245.85

30. Preparing surface and painting of doors and windows

any type (including edges):- three coats. 176.00 Sft. % Sft. 1334.00

Page 2 of 57



TRAIL BORE 1-NO.31. Khassi parnalas in cement sand mortar 1: 2 outside 12"

width finished smoth with a floating coat of neat

cement. 28.0 Rft. P. Rft. 575.10

32. Bottom Khurras of brick masonry in cement sand

mortar 1:6, 4ft x 2ft x 4-1/2 inch over 3 inch cement

concrete 1:4:8 2.0 No. Each. 89.10

33. Khurras on roof 2ft x 2ft x 6inch. 2.0 No. Each. 790.25


round iron, and sheet iron for making trusses, girders,

tanks etc: i/c drilling riveting, handling, assembling, and

fixing but excluding erection in position including

erection and fitting in postion iron trusses, staging of

water tank etc:R.S joist 8" x 4" 5.5 mm thick Best quality

chaina made, i/c three coats of paint duly painted

complete in all respect. 160.00 Kg. % Kg 11081.50

35. P/F Cilling fan swepest quality.(Royal or G.F.C.) 2.0 No. Each. 3500.00

RISING MAIN

36. Excavation of trenches for water supply pipe line in all

kinds of soil except cutting rock upto 5 Ft. depth from

ground level including trimming dressing the sides

leveling the bed of trenches to correct grade and cutting

pits for joint etc, complete in all respect. 48824 Cft. %oCft. 3966.85

37. Providing, laying, cutting, jointing, testing and

disinfecting PVC Pipe of BSS with B-Class working

pressure in trenches, complete in all respects.

8" Dia. 6670 Rft. P. Rft. 158.60


disinfecting G.I Pipe line in trenches, with flanged

joints, using G.I pipe of BSS 1387-1967, complete in all

respects. Including specials and valves. ( Medum

quality)

8" Dia. 80 Rft. P. Rft. 637.65

3" Dia. 30 Rft. P. Rft. 448.50

39. Providing and fixing C.I Specials of BSS B-Class such as

tees, bends, cross, reducer, tailpieces etc: flanged spigot

cap flanged socket callor angle branch pluge etc: for C.I

pipe line complete C.I flanged special with flanged

joints.

3" TO 6" Dia 180.54 Kg. P. Kg. 107.30

8" TO 12" Dia 613.22 Kg. P. Kg. 108.30

40. Providing and fixing C.I flanges on pipe i/c Turing

threading facing, and fitting etc: complete in all respect.

3" TO 6" Dia 72.82 Kg. P. Kg. 109.50

8" TO 12" Dia 139.02 Kg. P. Kg. 110.50

41. Providing and fixing PVC taper core of BBS Class B

working pressure.

6" Dia. 11.0 Nos. Each. 157.25

8" Dia. 21.0 Nos. Each. 132.45

42. Providing and fixing C.I. sluice valves of BSS Quality

and weight class B. (i/c cost of Jointing material)

8" Dia. 2.0 Nos. Each. 7839.05

43. Providing and fixing air valve 2-1/2" dia (Double). 3.0 Nos. Each. 7622.55

Page 3 of 57



TRAIL BORE 1-NO.44. Providing and fixing C.I. Non return valves of BSS

Quality and weight class B. (i/c cost of Jointing material)

8" Dia. 2.0 Nos. Each. 6385.00

45. Back filling of trenches by rehandling of earth work

lead upto a single throw of kassi phorah or shovel

including mining moising arht to optimum content in

layers complete. 39060.0 Cft. %o Cft. 1320.00

DISTRIBUTION SYSTEM





pits for joint etc, complete in all respect. 10298.00 Cft. %oCft. 3966.85




6" Dia. 1000 Rft. P. Rft. 111.15

4" Dia. 300 Rft. P. Rft. 158.60

3" Dia. 200 Rft. P. Rft. 105.70





joints.

3" TO 6" Dia 426.79 Kg. P. Kg. 107.30



3" TO 6" Dia 220.26 Kg. P. Kg. 109.50


working pressure.

3" Dia. 17.0 Nos. Each. 132.47

4" Dia. 18.0 Nos. Each. 157.25

6" Dia. 11.0 Nos. Each. 158.25

54. Providing and fixing C.I. sluice valves of BSS Quality and

weight class B. (i/c cost of Jointing material)

6" Dia. 2.0 Nos. Each. 7780.90

4" Dia. 2.0 Nos. Each. 7781.90

3" Dia. 2.0 Nos. Each. 6656.65





55. Dismantling and removing road metalling. 208.25 Cft. % Cft. 1136.25

57. Restoration of metalled road, on laid service, i/c

compaction, black topped road, with two coats of

surfacing and 10" depth of stone metal, with 2" sand

cushion for sub base and base. 250.0 Sft. % Sft. 3192.45

56. Dismantling and removing road pavement, etc.,

including screening and stacking (30 metre).of

byproducts upto one chain lead 364.00 Cft. % Cft. 1268.80

57. Restoration of brick pavement on edge, over laid service

line, with 2" (50 mm) sand cushion under soling.1000.0 Sft. % Sft. 2748.70

Page 4 of 57



TRAIL BORE 1-NO.58. Making connection for new watersupply lines with the

running main, including excavation of trench and

refilling,complete, but excluding cost of pipe and

specials, etc upto 6" i/d (150 mm) 9.0 Nos. Each. 1620.95

SLUICE VALVE CHAMBER 8 - No.






60. Cement Concrete brick or stone ballast 1.5" to 2" gauge

in foundation and plinth ratio 1:6:12. 79.84 Cft. % Cft. 9946.05

61. Pacca brick work in cement sand mortar 1:5 other than

buinding. 405.0 Cft. % Cft. 16677.60

62. Cement plastar 1:4 upto 20 ft. height. 1/2" thick. 420.0 Sft. % Sft. 1628.90

63. PCC (1:2:4) i/c placing, laying, finishing, curing etc

complete. 12.0 Cft. % Cft. 20495.40






water tank etc: 324.0 Kg. % Kg 11693.00

PUMPING MACHINERY

65.Providing, fixing in position and testing of vertical

turbine pumping unit capable to give a discharge of 0.50

cusec of clear water against a total head of 220 feet with

60 feet column pipe with assembly directly coupled

with Vertical turbine 3-phase electric motor 20 BHP

380/440 Volts with following Accessories complete in all

respect. (All approved manufacturer PHED).

a) Supplying of tool kit comprising of one china spanner

set, one china screw wrench of 12" size, one china

insulated pliers and one china screw driver set & Grease

Gun. 1 Set

b) Supplying and Fixing MCU ( Motor contrpol unit) star

delta starter 20-ASD i/c circuit breaker etc./MCU

Complete in all recpects. 1 No.

c) Supplying and fixing phase indicator moon light and its

wiring. 3 No.

d) Supplying and fixing iron clad 3-phase main switch

CHINA/ fiCO 0-100 ampare. 1 No.

e)Supplying and fixing metallec board 3,1/2' x 2' made of

1/16" thick M.S Sheet with its 1-1/2" x 1-1/2" x 3/16"

angle iron frame with its legs properly grouted in walls

of pump house and duly painted in smoke grey colour.1 No.

f) Supplying and fixing volt meter 0-100 amp. 3 No.

g) Supplying and fixing ampere meter 0-60 Amp: 3 No.

h) Supplying and fixing Kit Kat fuses 0 to 500 volts on

board China made 3 No.

i) Supplying and fixing power wiring of 7/0.064 PVC

sheathed insulated wire from energy meter to main

switch to starter inflexible PVC pipe in suitable dia with

brass end connectors 1 Job.

Page 5 of 57



TRAIL BORE 1-NO.j) Supplying and fixing powers from starter to motor with

7/0.044 three core cable enclosed in suitable diameter

G.I pipe at motor and starter ends along with brass end

connectors. 1 Job.

k) Earthing of main switch, board starter electric motor

and other fitting as per standard specifications and to

the entire satisfaction of Engineer Incharge. 2 Sets

l) Supplying and fixing foundation nuts and bolts. 4 No.

m) Making plain cement concrete ratio 1: 2 : 4 foundation

of pump and motor 2 x 2 x 3/4. 1 No.

n)providing and fixing base plate 2'x2'x1/4" on foudation

o) Supplying and fixing suit able dia C.I non return valves

on delivery ends. 1 No.

p) Providing and fixing 2-1/2" dia Air Valve (double) of

BSS quality o/c ots fittings & specials. 1 No.

q) Providing and fixing C.I. sluice valves of BSS Quality

and weight class B. suit able Dia (i/c cost of Jointing

material) 1 No.

r) Internal electrification of pump house with 16 mm dia PVC

pipe 250/440 volts PVC insulated 3/ 0.029" wire, 3 No. round

block of shallow wood, one shallow wood board of 12" x 14"

size, one 9" long swan neck plain brass/ steel oxidation

braket,lamp holder, one wall reflector with brass end holder,

one two pin 10/ 15 Amp: wall single rod and one set of

earthing as per standard specification etc: complete.

1 Job.

s)Providing and fixing in position suit able dia BSS

quality C.I specials and fittings required in pump house

i/c cost of suit able dia G.I pipe of BSS medium quality

inside and out side connected with rising main.1 Job.

t) Supplying of test report from MEPCO (WAPDA) by the

approved contractors. 1 Job.

Complete Set: 2 Set. P-Set 925000

66. Supplying of chain Pully block 5 ton capacity having 5

meter long chain complete in all respects. 2 Set. P-Set 15000

Total:-

Note:-

1

2

Contractor Signature _________________________

with full postal address ____________________________________________________________________ Bahawalnagar

In the case of dose not mentioned the single brand of approved manufacturer Pumping

Machinery of HUD & PHED in his bid, his bid shall be considerd as non-responsive and may be

rejected accordingly. Allotted work will have to be started by the lowest bidder within 15-days after issuance of

this acceptance letter from this office. Falling which will make the allotment order rescinded

automatically involving no notice of further correspondence.

Executive Engineer,P.H.Engg: Division,

Page 6 of 57

DNIT B,Amin khan Chakuka (2)

Approximate Cost

Earnest Money.

Time Limit.


DISTRIBUTION SYSTEM





pits for joint etc, complete in all respect. 89169.00 Cft. %oCft. #REF!




4" Dia. 5190 Rft. P. Rft. 158.60

3" Dia. 9100 Rft. P. Rft. 105.70





joints.

3" TO 6" Dia 264.12 Kg. P. Kg. 107.30



3" TO 6" Dia 208.16 Kg. P. Kg. 109.50


working pressure.

3" Dia. 29.0 Nos. Each. 132.47

4" Dia. 22.0 Nos. Each. 157.25

D.N.I.T. FOR PROVISION OF LINK WATER SUPPLY MAIN PIPE LINE TO

BASTI AMIN KHAN CHAKOKA TEHSIL FORTABBAS DISTRICT

BAHAWALNAGAR. P/L D/System.

Rs. 2,403,000/-

Rs. 48,000/-3 Months

Page 7 of 57

DNIT B,Amin khan Chakuka (2)




3" Dia. 2.0 Nos. Each. 9634.30

4" Dia. 2.0 Nos. Each. 7839.05














buinding. 151.9 Cft. % Cft. 16677.60

14. Cement plastar 1:4 upto 20 ft. height. 1/2" thick.157.5 Sft. % Sft. 1628.90









Total:-

Note:-

1

Contractor Signature _________________________

with full postal address _______________________

_____________________________________________

Allotted work will have to be started by the lowest bidder within 15-days after issuance of



Page 8 of 57

Approximate Cost

Earnest Money.

Time Limit.

Sr. No. Quantity UnitContractor

Rates

1

755.00 Cft. %o Cft. 5564.60

2

373.00 Cft. % Cft. 9946.05

3

725.90 Cft. % Cft. 16164.15

4

150.00 Sft. % Sft. 5015.15

5

170.50 Sft. % Sft. 2996.50

6

506.00 Cft. %o Cft. 2660.60

7

786.60 Cft. %o Cft. 6476.70

8

807.70 Cft. % Cft. 17251.30

Item Description

PLANT ROOM

Excavation in foundation of building, bridges & other



ramming lead upto one chain 100 ft. and lift upto 5 ft.

in ordinary soil.

Cement concrete brick or stone ballast 1- 1/2" to 2"

gauge in foundation and plinth.(1:6:12)

Pacca brick work 1:5 cement sand mortar foundation

and plinth up to 10 Ft height

Providing and laying 1.5” damp proof course of

cement concrete 1:2:4 ( using cement, sand and

shingle) with 2 coats of bitumen.

Providing and laying Vertically damp proof course of

3/4" Thick cement concrete 1:3 ( using cement, sand

and shingle) with 1 coat of bitumen.

Filling, watering and ramming earth under floors with

surpulas earth from foundation etc:

Earth excavation underessed lead upto a single throw

of kassi, phaorah or shovel in ordinary soil.

Transportation of earth all types when the total

distance, i/c the lead covered in the item of work, is

more than 1000 ft. a) upto 1/4 mile (400 m) b) for

every 330 feet beyond 1/4 mile upto 1mile (c) for

every ¼ mile (400 m) additional lead or part thereof,

beyond one mile (1.6 Km.) upto 5 mile (8 Km). (Lead

upto 3 Mile)

Pacca brick work for ground floor upto 10’ height in

1:5 cement sand mortor above P.L.

Rs. 13,592,000/-

Rs. 272,000/-3 Months

D.N.I.T. FOR PROVISION OF OF 7-NO,S FILTRATION PLANTS AT QURASH

COLONY, NEAR GALA MANDI, HUSSAINABAD, ADDA CHAK ABDULLAH,

ADDA DONGA BONGA, ADDA GAJJANI, MOHAR WALI TEHSIL &

DISTRICT BAHAWALNAGAR. CONST; OF PLANT ROOM P/F FILTRATION PLANTS.

9

184.70 Cft. P-Cft. 324.75

10

565.20 Kg. %Kg 9867.60

111260.90 Sft. % Sft. 1628.90

12

133.50 Cft. % Cft. 1600.00

13

256.00 Sft. P-Rft. 6.60

14

492.00 Sft. % Sft. 4521.90

15

296.80 Sft. % Sft. 5750.35

16

28.00 Sft. P- Sft. 678.05

17

16.00 Sft. P- Sft. 380.45

Providing and laying reinforced cement concrete







position etc:)





(3) (C) Type C (nominal mix 1:2:4)

Fabrication of mild steel reinforcement for cement

concrete, i/c cutting, bending, laying in position,

making joints and fastenings, i/c cost of binding wire

and labour charges for bending of steel reinforcement (

also includes removal of rust from bars ) Deformed

bars

Cement plaster ½” thick 1: 4, upto 20’ height.

Supplying and filling sand under floor or plugging in

well

P/L marble strip of any shade dividing the mosoic

flooring into panels 1-1/2"x3/8" size

P/L tooping of cement conctate 1:2:4 i/c surface

finshing and dividing in pannel 2" thick complate in all

respect

Single layer of tiles 9”x4-1/2 “x1 ½ “ laid over 4” earth

and 1” mud plaster with out bhoosa grouted with

cement sand 1:3 on top of RCC roof slab RCC

provided with 34 LBS bitumen coating sand blineled.

Providing, fixing, steel grated door with 1/16" thick

sheeting i/c I Iron frame 2"x2"x3/8" and 3/4" square

bars 4"c/c complete with locking arrangement.

P/Fixing steel window with openable glazed panels

making beams section for frame 1 ½ “x1”x5/8” section

for leaves ¾”x1”x3/8” T-section 1”x1”

x1/8”embedded over a thin layer of putty duly screed

with leaves brass fittings holds fast, duly painted

complete in all respect i/c cost of approved design as

directedby the Engineer Incharge fixed with wire gauze

22 SWG. Glass panes 4 mm thick window.

18

14.00 Rft. P- Rft. 89.10

19

1.00 No. Each. 790.25

20 1.00 No. Each. 435.95

19

153.00 Sft. % Sft. 12615.50

20

100.00 Sft. % Sft. 11604.05

21

998.00 Sft. % Sft. 2030.10

22

396.00 Kg. %Kg 11081.50

23

1104.00 Sft. % Sft. 363.15

2417.10 Cft. % Cft. 16668.75

25

86.00 Cft. P-Cft. 324.75

139.13 Cft. P-Cft. 354.35

Kassi Parnalas in cement sand mortor 1:2 12” out side

width finished smooth with and floating coat of neat

cement.

Bottom khurras or brick masonry in cement mortor

1:6,4” x2”x4” over 3” cement concrete 1:4:8

Khurras on roof 2x2x6

Coloured glazed tile dado (6x6-1/4) 6mm thick in

pigment over 1:2 concrete sand mortor 3/4" thick


Laying floor of approved coloured glazed tiles 1/4"

thick laid in white cement and pigment on a bad.

Cement pointing struck joints, on walls, upto 20' hight

including Extra cost of labour and material for red

oxide pigment in cement pointing to match with the

colour of bricks.

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

iro round iron and sheet iron for making trusses,

girders,tanks, etc., including cutting, drilling, revitting,

handling, assembling and fixing, but excluding erection

in position. For Grill

Distempering new surface three costs.

OHR

Pacca brick work other then building upto 10 ft hieght

in cement sand mortar 1:4 ratio.

Providing and laying reinforced cement concrete







position etc:)





(3) (C) Type C (nominal mix 1:2:4)

(3) (C) Type C (nominal mix 1:1-1/2:3)

26

689.00 Kg. % Kg 9867.60

27

261.25 Sft. % Sft. 9777.35

28

29.60 Sft. % Sft. 1723.30

29

70.00 Rft. P. Rft.402.50

40.00 Rft. P. Rft. 247.05

50.00 Rft. P. Rft. 85.15

30

1332.00 Cft. %oCft. 3966.85

31

200.00 Rft. P. Rft. 158.60

32

1.00 No. Each. 7839.05

33

1066.00 Cft. %oCft. 1320.00


34.

151.25 Cft. %o Cft 5564.60

Fabrication of mild steel reinforcement for cement

concrete, i/c cutting, bending, laying in position,

making joints and fastenings, i/c cost of binding wire

and labour charges for bending of steel reinforcement (

also includes removal of rust from bars ) Deformed

bars

Mosaic dado or skirting with one part of cement and

marbal powder in the ration of 3:1 and two part of

marbal chips laid over 1/2" ( 13mm) thick cement

plaster 1:3 including rubbing and polishing complate

with finshing ii) Using white cement 1/2" (13

mm) thick

Cement plaster 1:3 cement sand ratio up to 20 Ft hight

3/4" Thick

Providing, laying, cutting, jointing, testing &

disinfecting, G.I pipe line in trenches, with flanged

joints, using G.I pipe of B.S.S 1387-1967 complete in

all respect, i/c specials and valves. 3" i/d (mediam

quality)

3" i/d

2" i/d

3/4" i/d

PVC PIPEExcavation of trenches for water supply pipe line in all



leveling the bed of trenches to correct grade and

cutting pits for joint etc, complete in all respect.

Providing, laying, cutting, jointing, testing and



4" Dia.

Providing and fixing C.I. sluice valves of BSS Quality


4" Dia.

Back filling of trenches by rehandling of earth work



layers complete.

Excavation in foundation for building, bridges & other



ramming lead upto one chain 100 ft. and lift upto 5 ft,

in ordinary soil.

35.9.98 Cft. % Cft. 9946.05

36.50.63 Cft. % Cft. 16298.50

37. 52.50 Sft. % Sft. 1628.90

38.

1.50 Cft. % Cft. 20495.40

39.

40.50 Kg. % Kg. 11693.00

40

Duty

Raw Water

Feed Pump

1 Quantity 01 No.

Flow Rate

35-40 GPM

continuous

2 Make Italy

3 Power 1-HP SS-Material

4 ControlCondor Germany

(Pressure Switch)

5 Material P. E

Silent Features

i

ii

Supplying ,installing,testing and commissioning

Ultrafiltration Plant of 2000 Liters per hour

capacity including Carriage loading unloading

charges, inclusive of all Taxes and Transportation

charges to the site of work (as per Approved

specifications of HUD & PHED) along with

following equipment and accessories properly

mounted in the Frame/Skid. Detail as per given in

below Specifications.

01-CHLORINATION PUMP

Cement Concrete brick or stone ballast 1.5" to 2"

gauge in foundation and plinth ratio 1:6:12.

Pacca brick work in cement sand mortar 1:5 other than

buinding.

Cement plastar 1:4 upto 20 ft. height. 1/2" thick.

PCC (1:2:4) i/c placing, laying, finishing, curing etc

complete.

02-PRESSURE SAND FILTER

Febrication of heavy steel work with angle, tee, flat

iron, round iron, and sheet iron for making trusses,

girders, tanks etc: i/c drilling riveting, handling,

assembling, and fixing but excluding erection in

position including erection and fitting in postion iron

trusses, staging of water tank etc:

UF PLANT

Treated Water Capacity 2000 Gallons Per Hour/

8000 Ltr per Hour.

Type " I " Plant for Turbidity and Bacteriological

Removel.

FRP pressure vessels offer composite fiberglass

construction for outstanding performance and durability

in harsh chemical environments.

Operating parameters

Maximum operating pressure: 150 psi

Maximum operating temperature: 150° F

iii

iv

v

vi

vii

viii

viiii

1 Flow Rate 2000 GPH

2

Maximum

Pressure 150PSI

3

Operating

Pressure. > 90 Psi

4 Material Tank

5 Standard NSF (USA).

6 Size 20”X60”

7 Filtration Media

Glass Grain

USA.

8

Filter Media

Density > 2.50 gm/cm3

9 Specific Gravity > 2.50 gm/cm3

10 Bulk Density 80 to 85 lb/ft3

11 Effective size

12

Co-efficient of

Uniformity 1.45 to 1.60

13

Estimated

Sphericity 0.30 to 0.50

14 Porosity Typically 48 %

15

Physical

Specification

16 Media size 0.50 to 1.00mm

17

Suspended

Solid Removal

range. 1 to 5 um

18 Backwash

19 Mesh Steel mesh.

Stainless steel vessel 3.50 mm thick

(Argon welded) conforming to 316 ASTM

specification or vessel may be of FRP

(Fiber Reinforced Polyester) having food

Grade plastic coating on inner surface.

from 0.30 mm to 1.80 mm.

Amorphous soda lime of

glass

Automatic throug PLC

system.

Design parameters – NSF

Safety Factor: 4:1 (Minimum burst at 600 psi)

Cycle test: 100,000 cycles without leakage

Design parameters – ASME

Design parameters – Pentair

Safety factor 4:1 (Minimum burst at 600 psi)

Cycle test: 250,000 cycles without leakage

1

Maximum Flow

Rate 2000 GPH

2 MicroN Rating 5 Micron

3

Operating

Pressure. 90 PSI (6.2 bar)

4

Type of

Cartridge Used

5 Dia of Cartridge 4"

6 Size 20"

7 Inlet and Outlet 1½"

8 Housing Dia 7"

9 Housing Length 24"

10

Housing

Material Polypropylene

11 Quantity 2 No.

12 Made By


2

Maximum

Pressure 150 PSI

3

Operating

Pressure. 90 PSI (6.2 bar)

4 Material Tank

5 Standard NSF (USA).

6 Size 20”X60”

7 Filtration Media

(Raw material)

8 Bulk Density 5 gm/cm3

9 Ash content 5%

10 Surface Area 800 m2/gm

11 Backwash

12 Inlet & Outlet 1½"

13 Made By

03- DIRT CUTTER (5 Micron) CARTRIDGE

FILTERS (JUMBO SEDIMENT FILTER)

Polypropylene Yarn/PPF

Hydrosep, Taiwan

04- ACTIVATED CARBON FILTRATION

Stainless steel vessel 3.50 mm thick

(Argon welded) conforming to 316 ASTM

specification or vessel may be of FRP

(Fiber Reinforced Polyester) having food

Grade plastic coating on inner surface.

Granular Activated Carbon Coconut

Shell based Acid wash YAO14/40.

SRILANKA/ TAIWAN

Automatic throug PLC

system.

Made in Taiwan

05- DIRT CUTTER (1 MICRON) CARTRIDGE

1

Maximum Flow

Rate 2000 GPH

2 Micron Rating 1 Micron

3

Operating

Pressure.

> 90 PSI (6.2

bar)

4

Type of

Cartridge Used

5 Dia of Cartridge 4”

6 Size 20”

7 Inlet & Outlet 1½"

8 Housing Dia 7”

9 Housing Length 24”

10

Housing

Material Polypropylene

11 Quantity 2 No.

12 Made By

1Ultra filtration

Plant.

1.1 Filtration units

1.2 Filter Vessel

· Material

· Size

· Thickness

1.3Type of Membrane

(No of bores)

1.4Maximum Flow

Rate

1.4Membrane

Material

· Make

· Origin

1.5

Membrane

Working

Pressure

1.6 Membrane Life

1.7Pore Size of

Membrane

1.8

Bacterial

Removal

Efficiency of the

Ultra filtration

Polypropylene Yarn/PPF

Hydrosep, Taiwan

USA / ITALY/ TAIWAN

1 Unit

1 Unit

FRP

4" x 40" +

5-7 mm

Multiple bore 4 No.

2000 GPH/ 8000 Ltr Hour

PES

Applied Membranes/Equivalent/USA/ATS

USA / ITALY /TAIWAN

40-150 PSI Max

5 Years

0.01 micron

99.99%

1.9

Viruses

Removal

Efficiency of the

Ultra filtration

1.10

Cleaning

Process of Ultra

filtration Plant

Cleaning

frequency

Cleaning

duration

1.11Working

Temperature

Max 140 oF

1.12Working

Pressure

1.13

High Pressure

Pump Coupled

with Motor


2 Ultraviolet

Lamp3 Made Atlantic USA

4 Lamp Light

5

Nominal Lamp

Length 33 7/8" inches

6 Quartz Sleeve (Made in U.S.A)

7

Power

Consumption 39 Watts x 2

8

Ultraviolet

Output 14 Watts

9 Design Pressure 125 Psi

10

Operating

Pressure. 75 Psi

11

Operating

Temperature. 35-100 F

12

Ultraviolet

Dosage.

13 Quantity

14 Sump

15

99.99%

Continuous

Continuous

77 oF to 140 oF

60 PSI

06- ULTRAVIOLET STERILIZATION / DISINFECTION UNIT.

High intensity hardened glass,Slim Line.

10,000 running hours

50,000 MW sec/cm2

02Nos Multi bore (Made in

U.S,A)

Stainless steel 304 SS.

II- PIPING AND FITTINGS.

Size 1½" i/d or

as required

material and

size.

Priming and

relieving

pressure.

Chek valve

Back pressure

valve.

16

17

18

1 Set P-Set 924815.00

41 2

1 Job P-Job 50000.00

42 3

1 Job P-Job 60000.00

Note:-

1

2



rejected accordingly.




Approved manufacturers of HUD &

PHED.

Bleed valve assembly shall be capable for

aids in priming and relieving pressure

from theGuided 4- ball check valve shall be for

ensuring accurate and reliable for

metering performance.

Injection back pressure valve assembly

shall be capable for injection at an angle

in order to inhibit siphoning.

Providing and fixing brass stop 07 Nos

Providing and laying, cutting 3" i/d & 3"/4 i/d

Electric Control Panel

01 to 06 (19) Complete Plant :-

Goldamatic PumpSupply& Installation and testing of

Goldamatic Pump unit (of approved

make) capable to give a 15m suction of

clear water against a total head of 30

Metre,directly coupled with horizantal

single phase o.50 BHP A.C electric

motor 50 cycle 250/440 Volts,2800 RPM

including cost of S/F power wiring of

suitable PVC sheated,insulated wire

from energy meter to Motor in flexible

Pvc pipe in suitable diameter with brass

end, and jointing material

union,tee,elbo includes P.C.C (1:2:4)

foundation of Pump and Motor as per

required size and shape etc, etc

complete Job.

Providing & Fixing Sign board

16.5' to 4' size i.c lighting

arrangement complete in all

DNIT WSS 30,Gajjani (4)

Approximate Cost

Earnest Money.

Time Limit.







and rock, from ground level to 100.1 ft. to 200 ft (30 to 60

m) depth, including sinking and withdrawing of casing

pipe, complete:- 6" dia 10.0 Rft. P. Rft. 331.90

3 Furnishing sample of water from bore hole2.0 Set. P. Set 170.70

TUBE WELL 1-NO.




Dia.) 110.0 Rft. P. Rft. 636.35


6. Providing and installing M.S bail plug 12" dia 1.0 No. Each 5052.65



6.00mm Thick. 30.0 Rft. P. Rft. 4181.80

















PUMP HOUSE 12'X12'






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

foundation and plinth ratio 1:6:12 321.820 Cft. % Cft. 9946.05



D.N.I.T. FOR PROVISION OF WATER SUPPLY SCHEME CHAK NO.

30/GAJJANI TEHSIL CHISHTIAN DISTRICT BAHAWALNAGAR. Trail Bore,Tube well,Const: of Pump House, P/I Pumping Machinery, P/L Risinge Main & D/System.

Rs. 13,326,000/-

Rs. 267,000/-

3 Months

TRAIL BORE 1-NO.

Page 19 of 57










gauge.



floor. 813.7 Cft. % Cft. 17251.30




well. 67.57 Cft. % Cft. 1600.00


(b) 1/2" thick. 648.00 Sft. % Sft. 1628.90




(including presstressed concrete), using course sand and

screened graded and washed aggregate in required





position etc:)


























30. white washr three coats on new surface wall and ceiling.

792.00 Sft. % Sft. 245.85



32. Khassi parnalas in cement sand mortar 1: 2 outside 12"



Page 20 of 57



TRAIL BORE 1-NO.33. Bottom Khurras of brick masonry in cement sand mortar

1:6, 4ft x 2ft x 4-1/2 inch over 3 inch cement concrete

1:4:8 1.0 No. Each. 89.10











RISING MAIN









4" Dia. 7822 Rft. P. Rft. 158.60


disinfecting G.I Pipe line in trenches, with flanged joints,

using G.I pipe of BSS 1387-1967, complete in all respects.

Including specials and valves. ( Medum quality)

3" Dia. 20 Rft. P. Rft. 448.50





joints.

3" TO 6" Dia 601.00 Kg. P. Kg. 107.30



183.40 Kg. P. Kg. 109.50


working pressure.

4" Dia. 30.0 Nos. Each. 157.25

3" Dia. 10.0 Nos. Each. 132.45



4" Dia. 4.0 Nos. Each. 7839.05






DISTRIBUTION SYSTEM






Page 21 of 57



TRAIL BORE 1-NO.47. Providing, laying, cutting, jointing, testing and



3" Dia. 27636 Rft. P. Rft. 105.70





3" Dia. 90 Rft. P. Rft. 448.50

49. Providing and installing P.V.C. tees, of B.S.S. i) Class `B'

working pressure:-

3" Dia. 72.0 Nos. Each. 615.65

4" Dia. 2.0 Nos. Each. 1092.75

50. Providing and installing P.V.C. bend, of B.S.S. i) Class

`B' working pressure:-

3" Dia. 15.0 Nos. Each. 216.45

4" Dia. 2.0 Nos. Each. 373.25

51. Providing and installing P.V.C. Socket, of B.S.S. i) Class


3" Dia. 55.0 Nos. Each. 147.50

4" Dia. 5.0 Nos. Each. 226.35



3" Dia. 6.0 Nos. Each. 6656.65














buinding. 354.4 Cft. % Cft. 16677.60










PUMPING MACHINERY




60 feet column pipe with assembly directly coupled with

Vertical turbine 3-phase electric motor 15 BHP 380/440

Volts with following Accessories complete in all respect.

(All approved manufacturer PHED).

Page 22 of 57



TRAIL BORE 1-NO.a) Supplying of tool kit comprising of one china spanner



Gun. 1 Set





wiring. 3 No.




1/16" thick M.S Sheet with its 1-1/2" x 1-1/2" x 3/16" angle

iron frame with its legs properly grouted in walls of

pump house and duly painted in smoke grey colour.1 No.









j) Supplying and fixing powers from starter to motor with

7/0.044 three core cable enclosed in suitable diameter G.I

pipe at motor and starter ends along with brass end

connectors. 1 Job.

k)Earthing of main switch, board starter electric motor


the entire satisfaction of Engineer Incharge.2 Sets


m) Making plain cement concrete ratio 1: 2 : 4 foundation of

pump and motor 2 x 2 x 3/4. 1 No.








material) 1 No.

r) Internal electrification of pump house with 16 mm dia

PVC pipe 250/440 volts PVC insulated 3/ 0.029" wire, 3

No. round block of shallow wood, one shallow wood

board of 12" x 14" size, one 9" long swan neck plain

brass/ steel oxidation braket,lamp holder, one wall

reflector with brass end holder, one two pin 10/ 15 Amp:

wall single rod and one set of earthing as per standard

specification etc: complete. 1 Job.





Page 23 of 57



TRAIL BORE 1-NO.t) Supplying of test report from MEPCO (WAPDA) by the





Total:-

Note:-

1

2

Contractor Signature _________________________with full postal address _______________________

_____________________________________________







Bahawalnagar

Page 24 of 57

DNIT WSS 23Gajjani (5)

Approximate Cost

Earnest Money.

Time Limit.











TUBE WELL 1-NO.




Dia.) 120.0 Rft. P. Rft. 636.35





6.00mm Thick. 32.0 Rft. P. Rft. 4181.80

















PUMP HOUSE 12'X12'










D.N.I.T. FOR PROVISION OF WATER SUPPLY SCHEME CHAK NO.

23/GAJJANI TEHSIL CHISHTIAN DISTRICT BAHAWALNAGAR.

Trail Bore,Tube well,Const: of Pump House, P/I Pumping Machinery, P/L Risinge Main & D/System.

Rs. 14,853,000/-

Rs. 297,000/-

3 Months

TRAIL BORE 1-NO.

Page 25 of 57










gauge.



floor. 813.7 Cft. % Cft. 17251.30




well. 67.57 Cft. % Cft. 1600.00


(b) 1/2" thick. 648.00 Sft. % Sft. 1628.90










position etc:)



























792.00 Sft. % Sft. 245.85






Page 26 of 57





1:4:8 1.0 No. Each. 89.10











RISING MAIN









4" Dia. 7229 Rft. P. Rft. 158.60

5" Dia. 2000 Rft. P. Rft. 219.80

6" Dia. 10050 Rft. P. Rft. 305.50





6" Dia. 38 Rft. P. Rft. 906.30

3" Dia. 35 Rft. P. Rft. 448.50





joints.

3" TO 6" Dia 626.08 Kg. P. Kg. 107.30



225.86 Kg. P. Kg. 109.50


working pressure.

6" Dia. 27.0 Nos. Each. 197.45

4" Dia. 4.0 Nos. Each. 157.25

3" Dia. 8.0 Nos. Each. 132.45



5" Dia. 2.0 Nos. Each. 9634.30

4" Dia. 1.0 Nos. Each. 7837.05






Page 27 of 57



TRAIL BORE 1-NO.DISTRIBUTION SYSTEM









3" Dia. 24829 Rft. P. Rft. 105.70


working pressure:-

3" Dia. 55.0 Nos. Each. 615.65

4" Dia. 9.0 Nos. Each. 1092.75



3" Dia. 15.0 Nos. Each. 216.45

4" Dia. 2.0 Nos. Each. 373.25



3" Dia.30.0 Nos. Each. 147.50

4" Dia. 20.0 Nos. Each. 226.35



3" Dia. 3.0 Nos. Each. 6656.65














buinding. 202.5 Cft. % Cft. 16677.60










PUMPING MACHINERY






Volts (SIEMENS) with following Accessories complete

in all respect. (All approved manufacturer PHED).

Page 28 of 57



TRAIL BORE 1-NO.a) Supplying of tool kit comprising of one china spanner



Gun. 1 Set





wiring. 3 No.


















connectors. 1 Job.














material) 1 No.








specification etc: complete.1 Job.





Page 29 of 57



TRAIL BORE 1-NO.t) Supplying of test report from MEPCO (WAPDA) by the





Total:-

Note:-

1

2


_____________________________________________







Bahawalnagar

Page 30 of 57

DNIT WSS 07,FW (6)

Approximate Cost

Earnest Money.

Time Limit.











TUBE WELL 1-NO.




Dia.) 115.0 Rft. P. Rft. 636.35





6.00mm Thick. 32.0 Rft. P. Rft. 4181.80

















PUMP HOUSE 12'X12'










D.N.I.T. FOR PROVISION OF WATER SUPPLY SCHEME CHAK NO. 07/FW

ABADI DEH. TEHSIL CHISHTIAN DISTRICT BAHAWALNAGAR.


Rs. 8,853,000/-

Rs. 177,000/-

3 Months

TRAIL BORE 1-NO.

Page 31 of 57

DNIT WSS 07,FW (6)









gauge.



floor. 813.7 Cft. % Cft. 17251.30




well. 67.57 Cft. % Cft. 1600.00


(b) 1/2" thick. 648.00 Sft. % Sft. 1628.90










position etc:)



























792.00 Sft. % Sft. 245.85






Page 32 of 57

DNIT WSS 07,FW (6)




1:4:8 1.0 No. Each. 89.10











RISING MAIN







disinfecting PVC Pipe of BSS with D-Class working


4" Dia. 5000 Rft. P. Rft. 267.35




4" Dia. 15349 Rft. P. Rft. 158.60





6" Dia. 102 Rft. P. Rft. 906.30

3" Dia. 50 Rft. P. Rft. 448.50





joints.

3" TO 6" Dia 1001.08 Kg. P. Kg. 107.30



310.20 Kg. P. Kg. 109.50


working pressure.

4" Dia. 50.0 Nos. Each. 157.25

3" Dia. 18.0 Nos. Each. 132.45


45. Providing and fixing C.I. Non return valves of BSS


4" Dia. 2.0 Nos. Each. 6385.00

Page 33 of 57

DNIT WSS 07,FW (6)


TRAIL BORE 1-NO.45. Back filling of trenches by rehandling of earth work




DISTRIBUTION SYSTEM









4" Dia. 1875 Rft. P. Rft. 158.60

3" Dia. 46435 Rft. P. Rft. 105.70


working pressure:-

3" Dia. 80.0 Nos. Each. 615.65

4" Dia. 2.0 Nos. Each. 1092.75



3" Dia. 25.0 Nos. Each. 216.45

4" Dia. 3.0 Nos. Each. 373.25



3" Dia. 55.0 Nos. Each. 147.50

4" Dia. 4.0 Nos. Each. 226.35



3" Dia. 5.0 Nos. Each. 6656.65

4" Dia. 5.0 Nos. Each. 7781.90














buinding. 253.2 Cft. % Cft. 16677.60










PUMPING MACHINERY

Page 34 of 57

DNIT WSS 07,FW (6)


TRAIL BORE 1-NO.59.Providing, fixing in position and testing of vertical










Gun. 1 Set





wiring. 3 No.


















connectors. 1 Job.














material) 1 No.

Page 35 of 57

DNIT WSS 07,FW (6)


TRAIL BORE 1-NO.r) Internal electrification of pump house with 16 mm dia

















Total:-

Note:-

1

2


_____________________________________________







Bahawalnagar

Page 36 of 57

DNIT WSS 40,F (7)

Approximate Cost

Earnest Money.

Time Limit.











TUBE WELL 1-NO.




Dia.) 210.0 Rft. P. Rft. 636.35





6.00mm Thick. 60.0 Rft. P. Rft. 4181.80

















PUMP HOUSE 12'X12'










D.N.I.T. FOR PROVISION OF WATER SUPPLY SCHEME CHAK NO. 40/F

AZAFI ABADI TEHSIL CHISHTIAN DISTRICT BAHAWALNAGAR. Trail Bore,Tube well,Const: of Pump House, P/I Pumping Machinery, P/L Risinge Main & D/System.

Rs. 3,438,000/-

Rs. 69,000/-

3 Months

TRAIL BORE 1-NO.

Page 37 of 57

DNIT WSS 40,F (7)









gauge.



floor. 1627.4 Cft. % Cft. 17251.30




well. 135.14 Cft. % Cft. 1600.00


(b) 1/2" thick. 1296.00 Sft. % Sft. 1628.90










position etc:)



























1584.00 Sft. % Sft. 245.85






Page 38 of 57

DNIT WSS 40,F (7)




1:4:8 2.0 No. Each. 89.10











RISING MAIN









4" Dia. 1000 Rft. P. Rft. 158.60

6" Dia. 9884 Rft. P. Rft. 305.50


disinfecting PVC Pipe of BSS with D-Class working


6" Dia. 1500 Rft. P. Rft. 573.50





6" Dia. 200 Rft. P. Rft. 906.30

3" Dia. 60 Rft. P. Rft. 448.50





joints.

3" TO 6" Dia 1184.60 Kg. P. Kg. 107.30



394.64 Kg. P. Kg. 109.50


working pressure.

6" Dia. 54.0 Nos. Each. 197.45

4" Dia. 8.0 Nos. Each. 157.25

3" Dia. 8.0 Nos. Each. 132.45



6" Dia. 1.0 Nos. Each. 12971.70


Page 39 of 57

DNIT WSS 40,F (7)






DISTRIBUTION SYSTEM









4" Dia. 5018 Rft. P. Rft. 158.60

3" Dia. 25090 Rft. P. Rft. 105.70


working pressure:-

3" Dia. 65.0 Nos. Each. 615.65

4" Dia. 11.0 Nos. Each. 1092.75



3" Dia. 32.0 Nos. Each. 216.45

4" Dia. 3.0 Nos. Each. 373.25



3" Dia. 44.0 Nos. Each. 147.50

4" Dia. 28.0 Nos. Each. 226.35



3" Dia. 8.0 Nos. Each. 6656.65

4" Dia. 5.0 Nos. Each. 7781.90














buinding. 354.4 Cft. % Cft. 16677.60










PUMPING MACHINERY

Page 40 of 57

DNIT WSS 40,F (7)


TRAIL BORE 1-NO.60.Providing, fixing in position and testing of vertical










Gun. 1 Set





wiring. 3 No.


















connectors. 1 Job.














material) 1 No.

Page 41 of 57

DNIT WSS 40,F (7)


TRAIL BORE 1-NO.r) Internal electrification of pump house with 16 mm dia

















Total:-

Note:-

1

2


_____________________________________________

Executive Engineer,






P.H.Engg: Division,Bahawalnagar

Page 42 of 57

DNIT B,Wall S, Carrier 48,F(8)

Approximate Cost

Earnest Money.

Time Limit.


BOUNDARY WALL










4. Providing and laying damp proof course of cement







gauge.



floor. 1627.4 Cft. % Cft. 17251.30




well. 135.14 Cft. % Cft. 1600.00


(b) 1/2" thick. 1296.00 Sft. % Sft. 1628.90










position etc:)











D.N.I.T. FOR CONSTRUCTION OF BOUNDARY WALL GRAVEYARD+

SULLAGE CARRIER+ WATER COURSE 48/FATEH

TEHSIL CHISHTIAN DISTRICT BAHAWALNAGAR.

Rs. 1,163,000/-

Rs. 23,000/-

3 Months

Page 43 of 57

DNIT B,Wall S, Carrier 48,F(8)


















1584.00 Sft. % Sft. 245.85






20. Bottom Khurras of brick masonry in cement sand mortar


1:4:8 2.0 No. Each. 89.10










Total:-

Note:-

1


_____________________________________________





Bahawalnagar

Page 44 of 57

DNIT S, NALI Mouza Ashiq (9)

Approximate Cost

Earnest Money.

Time Limit.


SURFACE DRAIN1. Earth work excavation in open cutting upto 5' depth for storm

water channals drains, sullage drains in open areas etc:5724.00 Cft. %o Cft. 4697.05

2. Cement Concrete brick or stone ballast 1.5" to 2" gauge in

foundation and plinth ratio 1:6:12. 1842.38 Cft. % Cft. 9946.05

3. Pacca brick work in plinth and foundation in cement sand

mortar. (1:5 Ratio.) 2763.00 Cft. % Cft. 16164.15

4. Pacca brick on edge laid in reimbursement in 1:5 cement sand

mortar on sides and of drains other works where required all

joints to be completely filled and struck flush 1:5 Ratio.7369.5 Sft. % Sft. 7158.40

5. Construction of punjab standard drains of cement concrete 1":

2-1/2":5 cement concrete bedding ratio 1:6:12 complete laid to

kines grade slopes and shapes rendering exposed surface of

concrete with 1:1 content sand mortar 1/4" thick as per

engineering drawing 4913.00 Rft. P.Rft. 95.75

6. Providing and laying reinforced cement concrete (including

presstressed concrete), using course sand and screened

graded and washed aggregate in required shape and design

including forms, moulds, shuttering, lifting, compacting,

curing, rendering and firnishing exposed surfaces, complete

(but excluding the cost of steel reinforcement, its fabrication

and placing in position etc:)

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

lintels, girders and other structural members laid in position,

or prestressed members cast in situ, complete in all respect.






removal of rust from bars). (b) deformed bars. 776.00 Kg. % Kg. 9867.60

BRICK PAVEMENT.9. Earthwork excavation undressed lead upto a single throw of

Kassi, phaorah or shovel:- b) In ordinary soil. Transportation

of earth all types when the total distance, including the lead

covered in the item of work, is more than 1000 ft. (300 m) a)

upto ¼ mile (400 m). b) for every 330 ft. (100 m) additional

lead or part thereof, beyond ¼ mile (400 m) upto one mile. (1.6

Km.)18332.00 Cft. %o Cft. 5204.70

10. Providing and laying dry brick pavement soling in street or

road etc sand grouted laid in peoper camber i/c preparetion

watereing compaction of bed to proper camber.11520.00 Cft. % Cft. 13364.45

Total:-

Note:-

1

Contractor Signature _________________________with full postal address ____________________________________________________________________


Bahawalnagar

D.N.I.T. FOR CONSTRUCTION OF SOLING NALI OF BASTI ASHIQ

MUHAMMAD TEHSIL CHISHTIAN DISTRICT BAHAWALNAGAR. Trail Bore,Tube well,Const: of Pump House, P/I Pumping Machinery, P/L Risinge Main & D/System.

Rs. 9,614,000/-

Rs. 288,420/-

8 Months




Page 45 of 57

DNIT Reh; Najam colony (10)

Approximate Cost

Earnest Money.

Time Limit.











TUBE WELL 1-NO.




Dia.) 220.0 Rft. P. Rft. 636.35




6.00mm Thick. 64.0 Rft. P. Rft. 4181.80

















PUMP HOUSE 12'X12'










TRAIL BORE 1-NO.

D.N.I.T. FOR REHABILITATION OF RURAL WATER SUPPLY SCHEME

CHAK NO. 53/4-R NAJAM COLONY, RIAZ COLONY, BISMILLAH

COLONY, QIDI QAMAR PURA, MASEEM TOWN & AL-HASHIM

COLONY TEHSIL HAROONABAD DISTRICT BAHAWALNAGAR. Trail Bore,Tube well,Const: of Pump House, P/I Pumping Machinery, P/L Risinge Main & D/System.

Rs. 100/-

Rs. 201,000/-

3 Months

Page 46 of 57










gauge.



floor. 1627.4 Cft. % Cft. 17251.30




well. 135.14 Cft. % Cft. 1600.00


(b) 1/2" thick. 1248.00 Sft. % Sft. 1628.90










position etc:)



























1440.00 Sft. % Sft. 245.85






Page 47 of 57





1:4:8 2.0 No. Each. 89.10











RISING MAIN









4" Dia. 800 Rft. P. Rft. 158.60

6" Dia. 4560 Rft. P. Rft. 305.50





6" Dia. 88 Rft. P. Rft. 906.30

3" Dia. 10 Rft. P. Rft. 448.50





joints.

3" TO 6" Dia 364.65 Kg. P. Kg. 107.30



189.16 Kg. P. Kg. 109.50


working pressure.

6" Dia. 20.0 Nos. Each. 197.45

4" Dia. 2.0 Nos. Each. 157.25

3" Dia. 2.0 Nos. Each. 132.45



6" Dia. 1.0 Nos. Each. 12971.70




6" Dia. 2.0 Nos. Each. 11400.00

Page 48 of 57







DISTRIBUTION SYSTEM









4" Dia. 955 Rft. P. Rft. 158.60

3" Dia. 9637 Rft. P. Rft. 105.70





joints.

3" TO 6" Dia 30.38 Kg. P. Kg. 107.30



3" TO 6" Dia 21.74 Kg. P. Kg. 109.50


working pressure.

3" Dia. 2.0 Nos. Each. 132.47

4" Dia. 3.0 Nos. Each. 157.25


working pressure:-

3" Dia. 19.0 Nos. Each. 615.65



3" Dia. 5.0 Nos. Each. 216.45



3" Dia. 1.0 Nos. Each. 6656.65

4" Dia. 1.0 Nos. Each. 7781.90














buinding. 151.9 Cft. % Cft. 16677.60




Page 49 of 57



TRAIL BORE 1-NO.60. Febrication of heavy steel work with angle, tee, flat iron,






PUMPING MACHINERY











Gun. 1 Set





wiring. 3 No.


















connectors. 1 Job.












Page 50 of 57



TRAIL BORE 1-NO.q) Providing and fixing C.I. sluice valves of BSS Quality


material) 1 No.


















Total:-

Note:-

1

2


_____________________________________________







Bahawalnagar

Page 51 of 57

DNIT RWSS 95,6-R (11)

Approximate Cost

Earnest Money.

Time Limit.











TUBE WELL




Dia.) 240.0 Rft. P. Rft. 636.35




6.00mm Thick. 64.0 Rft. P. Rft. 4181.80

















PUMP HOUSE 12'X12'








TRAIL BORE

D.N.I.T. FOR REHABILITATION OF RURAL WATER SUPPLY SCHEME

CHAK NO. 95/6-R TEHSIL HAROONABAD DISTRICT BAHAWALNAGAR.


Rs. 18,679,000/-

Rs. 374,000/-

3 Months

Page 52 of 57



TRAIL BORE 15. Pacca brick work cement sand mortar 1:6 in foundation


16. Providing and laying damp proof course of cement







gauge.



floor. 1627.4 Cft. % Cft. 17251.30




well. 135.14 Cft. % Cft. 1600.00


(b) 1/2" thick. 1248.00 Sft. % Sft. 1628.90










position etc:)



























1440.00 Sft. % Sft. 245.85



Page 53 of 57



TRAIL BORE 31. Khassi parnalas in cement sand mortar 1: 2 outside 12"



32. Bottom Khurras of brick masonry in cement sand mortar


1:4:8 2.0 No. Each. 89.10











RISING MAIN









4" Dia. 14735 Rft. P. Rft. 158.60

6" Dia. 950 Rft. P. Rft. 305.50





3" Dia. 30 Rft. P. Rft. 448.50





joints.

3" TO 6" Dia 170.53 Kg. P. Kg. 107.30



89.26 Kg. P. Kg. 109.50


working pressure.

6" Dia. 4.0 Nos. Each. 197.45

4" Dia. 11.0 Nos. Each. 157.25



4" Dia. 2.0 Nos. Each. 7839.05




4" Dia. 2.0 Nos. Each. 6385.00

Page 54 of 57



TRAIL BORE 45. Back filling of trenches by rehandling of earth work




DISTRIBUTION SYSTEM









4" Dia. 920 Rft. P. Rft. 158.60

3" Dia. 6785 Rft. P. Rft. 105.70





joints.

3" TO 6" Dia 30.38 Kg. P. Kg. 107.30



3" TO 6" Dia 21.74 Kg. P. Kg. 109.50


working pressure.

3" Dia. 2.0 Nos. Each. 132.47

4" Dia. 3.0 Nos. Each. 157.25


working pressure:-

3" Dia. 9.0 Nos. Each. 615.65



3" Dia. 2.0 Nos. Each. 216.45



3" Dia. 4.0 Nos. Each. 6656.65

4" Dia. 3.0 Nos. Each. 7781.90














buinding. 253.2 Cft. % Cft. 16677.60




Page 55 of 57



TRAIL BORE 60. Febrication of heavy steel work with angle, tee, flat iron,






PUMPING MACHINERY











Gun. 1 Set





wiring. 3 No.


















connectors. 1 Job.












Page 56 of 57



TRAIL BORE q) Providing and fixing C.I. sluice valves of BSS Quality


material) 1 No.


















Total:-

Note:-

1

2


_____________________________________________P.H.Engg: Division,

Bahawalnagar






Executive Engineer,

Page 57 of 57