D . N . I . T FILTRATION PLANT IN VILLAGE HAZRO …...outside 12" width finished smooth with a floating coat of neat cement. 16 Rft 117.15 17 9 16 Bottom khurras of brick masonry in

App: Cost Rs.1.945 million

E. Money Rs. 0.097 million

Time Limit: 03 Months

Part "A” Standardized items,1st BI-ANNUAL-2020 (1st Jan to 30th June ) for Distt: Attock.

Tube Well

1 23 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:- 12" i/d

0 to 100 feet 80 Rft 504.15

2 23 6 Boring for tubewell in shingle, gravel and rock, including

sinking and withdrawing of casing pipe:-

a) from ground level to 200 ft. (60 m) below ground level:-

i) 12" to 18" (300 to 450 mm) i/d 60 Rft 1285.65

3 23 14 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:-

(e) 6" i/d, 3/16" (150 mm i/d 5 mm) thick 132 Rft 1287

4 23 9 Providing and installing, brass. strainer in tubewell

bore hole, including sockets and solvents, etc complete (d) 6" i/d 8 Rft 2212.85

4 23 10 Providing and installing M.S. Bail/End plug, in tubewell bore hole:

c) 5" i/d, 2 ft. (125 mm i/d 600 mm) long 1.00 Each 2,638.55

5 23 18 Shrouding with graded pea gravel 3/8" to 1/8"

dia. around tubewell in borehole 77.9 Cft 93.55

6 23 8 Furnishing samples of water from bore hole

(per set of two bottles) 2 Each 170.70

PUMP HOUSE

1 3 21-b Excavation in foundation of building, bridges &

other structures, including dagbeiling, dressing,

refilling around structures with excavated earth,

watering and ramming lead upto one chain

100 ft. and lift upto 5 ft. (in ordinary soil.) 322.44 %oCft. 7492.3

2 6 3-d Cement concrete brick or stone ballast 1½ " to 2" (40 mm to

50 mm) gauge, in foundation and plinth:- 1:4:8 87.97 %Cft. 13357.55

3 7 4 Pacca brick work in foundation and plinth in:-

i) Cement, sand mortar:-1:5 340.99 %Cft. 19219.65

4 6 33 Providing and laying damp proof course of

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

and shingle), including bitument coating:

(a) with one coat bitumen and one coat

polythene sheet 500 gauge.2" thick 46.88 %Sft. 5,528.00

D . N . I . T

FILTRATION PLANT IN VILLAGE HAZRO CITY TEHSIL HAZRO DISTRICT ATTOCK

Providing/fixing Submersible Pumpalongwith bore Pump House Filtration Plant, and other allied works.

S.# Ch:

#

Item # Description of Item Qty Unit Rates Rate To be Quoted by

the Contractor

Contractor Executive Engineer

5 3 15&17 Filling, watering and ramming earth under floors:-

with new earth excavated from outside,

lead upto one chain (30 m).

Transportation of earth all types when the total

distance, including the lead covered in item of work

is more than 1000 ft. (300 m) Lead upto 1 mile 393 %oCft. 11,036.20

6 7 5 Ist class brick work in ground floor (1:5) cement sand

mortar including striking of joints. 409.69 %Cft. 20,733.40

7 11 9 Cement plaster 1 : 4 upto 20 ft. height

(b) 1/2 inch thick 1210.5 %Sft. 2072.4

8 6 6-a 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) 165.37 Cft 368.8

9 6 9-b 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 bars 506.46 %kg 14640.45

10 25 31 Making and fixing steel grated door with

thick sheeting including angle iron frame

2"x2"x3/8" and 3/4 square bars square bars 4" centure to

center with locking arrangement 28 Sq.ft 1166.8

11 25 41 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 ¾" x 1" x 3/3" x 1/8"

T-section sashes 1" x 1" x 1/8" with glass

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.(without wire gauge) 16 Sq.ft 441.75


12 12 54 Providing and fixing M.S. flat ½"x1/16"x1/8"

grill including ¾" x 1/8"

windows of approved design, including painting

three coats complete in all respect. 16 Sft. 246.45

13 9 5 Single layer of tiles 9"x41/2"x1-1/2" laid over 4" earth and

1 in. mud plaster without bhoosa grouted with cement sand

1 :3 ontop of R.C. roof slab providing with 34 lb

bitument coating sand blinded 144 %Sft. 6901.1

14 11 23 Distempring. ( two coats) 684 %Sft. 605

15 13 32-A Providing and applying weather shield paint of approved

quality on external surface of building including preparation of

surface, application of primer complete in all respect: 809.25 %Sft. 2397.55

16 9 14 Khassi parnalas in cement sand mortar

outside 12" width finished smooth with

a floating coat of neat cement. 16 Rft 117.15

17 9 16 Bottom khurras of brick masonry in cement

sand mortar 1:4 4ft x2ft x41/2inch over

3 inch cement concrete.1:4:8 1 Each 920.65

18 7 5,6 Pucca brick work in 1st floor

(i) cement sand mortar 1: 5 19.13 %Cft. 21667.95



20 10 15 Providing and laying topping of cement concrete

1:02:04 including surface finishing and dividing in panels

(E) 2 inch thick 372 %Sft. 5300.05

21 13 5-c Painting new surface

c) Preparing surface and painting of doors and

windows any type i/c edges.2 coat 291 %Sft. 1703.45

22 10 24 Laying floor of approved white glazed tile ¼" (6 mm) thick

in white cement 1:2 over ¾" (20mm) thick cement mortar 1:2, complete. 271.13 %Sft. 15370.3

23 4 19-c Dismantling cement concrete 1:2:4 plain. 20 %Cft. 7817.55

24 23 22 Providing, laying, cutting, jointing, testing and disinfecting

G.I. pipeline in trenches, with socket joints, using G.I. pipes of B.S.S. 1387-1967

complete in all respects, with specials and valves. 1" i/d (25 mm) 3.25mm thick 30 Rft 186.3

25 23 26-b Providing and installing, P.V.C. pipe B.S.S. Class 'B',

in tubewell bore hole, including sockets and solvents, etc.

b) 4" i/d (100 mm) 40 Rft 198.3

26 6 5-f Cement concrete plain including placing, compacting, finishing and curing

complete (including screening and washing of stone aggregate):

f) Ratio 1: 2: 4 34.95 %Cft. 22151.2

27 21 7-b Construction of gully grating chamber size 12"x12" (Concrete grating) 1 Each 3062.1

28 25 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, handling,

assembling and fixing, i/c Erection and fitting in position

iron trusses, staging of water tanks, etc. 71.13 %kg 17425.4

Analysis of Electrification.

1 24 3 Supply and erection of PVC pipe for wiring recessed in walls,

including inspection boxes, pull boxes, hooks, cutting jharries,


and repairing surface, etc., complete with all specials.iii) 25 mm 50 Rft 54

2 24 10a-i Supply and erection of single core PVC insulated copper

conductor cables, in prelaid PVC pipe/M.S. conduit/G.I

pipe/wooden strip batten/wooden casing an capping/G.I.

wire/trenches (rate for cables only):-

a) 250/440 volts, PVC insulated: i) 3/0.74 mm (3/0.029") 50 Rft 12.5

a) 250/440 volts, PVC insulated: iii) 7/0.74 mm (7/0.029") 50 Rft 16.8

3 24 14-i Supply and erection of M.S. sheet box of 16 SWG, 10 cm (4")

deep, with 4.75 mm thick (3/16") bakelite sheet top, for

recessed wiring, including making holes for regulators,

switches, plugs, etc.

iii) 22.5 x 10 cm (9"x4") 1 Each 169.85

4 24 30 Supply and erection of ceiling rose, bakelite. 1 Each 40.85

5 24 31-ii Supply and erection of switches 5 Amp.ii) piano type 10 Each 37.55

6 24 32-ii Supply and erection of switches 10/15 Amp.ii) recessed type 2 Each 56.6

8 24 45 Supply and erection of girder clamp hook, 16 mm (5/8") with

M.S. plate 25x6 mm (1"x¼"), with bolts and nuts for hanging

ceiling fans. 1 Each 163.05

9 24 79 Supply and fitting of regulator knob with shaft

and plate of electric fan regulator. 1 Each 124.25

NON SCHEDULE ITEMS

Filtration Plant

1 Providng and fixing water filtration plant having discharge 1000 glns/hrs

(stain less steel) with UV with dosing pump, pressure feed pump (1 HP),

pressure sand filters SS 20, Jumbo sediment filter 20" (05 Micron),

GAC-12 (activated carbon purifier) UV sterilizer model 870,

stainless steel header (SS 304) 06 Nos water taps, chlorine dosing

Pump, UPVC phase piping from sand filter UV system and

water stoage tank 500 Glns capacity complete in all respect. 1 Each Rs

2 Providng and fixing electric coller steel body 35 litter capacity

Ness gas made i/c water connection and electric connection

charges complete in all respect 1 Each Rs

3 i) Procurement of PP yarn cartridge 20" (5&1 micon) 36 Each Rs

ii) Procurement of liquid chlorine 03 cane of 30 litters 9 Each Rs

4 Providing and fixing of submercible pump with 1.5 BHP single

Phase A.C electric mortor i/c electric cable from electric

board to mortor steel rop for hanging 5mm thick i/c 1.25"

o/d suction pipe 150' length complete in all respect. 1 Each Rs

5 Electrification of quarter by providing single phase wiring ceiling roz block switch,

holder and main switch complete in all respect 1 Each Rs

6 Providing and fixing M.S pipe grill using M.S pipe 1.5" x 1.5" x 1/16"

for frame and 1" x 1" M.S pipe 6" center to center for grill

complete in all respect. 84.375 Each Rs

7 Providing fixing khaprail tile with cement sand mortor 1:3

complete in all respect 136.4 Sft. Rs

8 Provision for Single Phase Electric Meter 1 Each Rs

9 Providing fixing holder 3 Each Rs

10 Supply and erection of energy saver 25 Watt Philips made. 3 Each Rs

11 Supply and erection pannel bord 15" x 18" i/c


Amp: meter Volt meter indicator light circuit breker

etc complete in all respect 1 Each Rs





Tube Well




0 to 100 feet 80 Rft 504.15




i) 12" to 18" (300 to 450 mm) i/d 60 Rft 1285.65













PUMP HOUSE

















D . N . I . T

FILTRATION PLANT IN VILLAGE MUSA TEHSIL HAZRO DISTRICT ATTOCK


S.# Ch:

#


the Contractor









(b) 1/2 inch thick 1210.5 %Sft. 2072.4






excluding the cost of steel reinforcement, its fabrication and placing in position etc.)







9 6 9-b 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




10 25 31 Making and fixing steel grated door with thick sheeting including angle iron frame








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




























(E) 2 inch thick 372 %Sft. 5300.05








G.I. pipeline in trenches, with socket joints, using G.I.

pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves.

1" i/d (25 mm) 3.25mm thick 30 Rft 186.3



b) 4" i/d (100 mm) 40 Rft 198.3



f) Ratio 1: 2: 4 34.95 %Cft. 22151.2




tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing,

i/c Erection and fitting in position iron trusses, staging of water tanks, etc. 71.13 %kg 17425.4















iii) 22.5 x 10 cm (9"x4") 1 Each 169.85










NON SCHEDULE ITEMS

Filtration Plant

















5 Electrification of quarter by providing single phase wiring ceiling roz block switch,

holder and main switch complete in all respect 1 Each Rs
















Tube Well

Unit Rates Rate To be Quoted by

the Contractor

D . N . I . T

FILTRATION PLANT IN VILLAGE SHINKA TEHSIL HAZRO DISTRICT ATTOCK


S.# Ch:

#

Item # Description of Item Qty





0 to 100 feet 80 Rft 504.15




i) 12" to 18" (300 to 450 mm) i/d 60 Rft 1285.65













PUMP HOUSE
























(b) 1/2 inch thick 1210.5 %Sft. 2072.4









(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.


9 6 9-b 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,



10 25 31 Making and fixing steel grated door with thick sheeting including

angle iron frame '2"x2"x3/8" and 3/4 square bars square bars 4" centure to


11 25 41 Providing and fixing steel windows with openable glazed panels using



































(E) 2 inch thick 372 %Sft. 5300.05







24 23 22 Providing, laying, cutting, jointing, testing and disinfecting G.I. pipeline

in trenches, with socket joints, using G.I. pipes of B.S.S. 1387-1967 complete in

all respects, with specials and valves.

1" i/d (25 mm) 3.25mm thick 30 Rft 186.3



b) 4" i/d (100 mm) 40 Rft 198.3



f) Ratio 1: 2: 4 34.95 %Cft. 22151.2


28 25 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, handling,

















iii) 22.5 x 10 cm (9"x4") 1 Each 169.85









NON SCHEDULE ITEMS

Filtration Plant


















5 Electrification of quarter by providing single phase wiring

ceiling roz block switch, holder and main switch complete in all respect 1 Each Rs
















Tube Well




0 to 100 feet 80 Rft 504.15




i) 12" to 18" (300 to 450 mm) i/d 60 Rft 1285.65





D . N . I . T

FILTRATION PLANT IN VILLAGE KALU KHURD TEHSIL HAZRO DISTRICT ATTOCK


Rates Rate To be Quoted by

the Contractor

S.# Ch:

#

Item # Description of Item Qty Unit










PUMP HOUSE
























(b) 1/2 inch thick 1210.5 %Sft. 2072.4







(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






charges for binding of steel reinforcement, (also includes removal of rust from bars)









































(E) 2 inch thick 372 %Sft. 5300.05










1" i/d (25 mm) 3.25mm thick 30 Rft 186.3




b) 4" i/d (100 mm) 40 Rft 198.3



f) Ratio 1: 2: 4 34.95 %Cft. 22151.2



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

cutting, drilling, revitting, handling, assembling and fixing, i/c Erection and fitting in position














recessed wiring, including making holes for regulators, switches, plugs, etc.

iii) 22.5 x 10 cm (9"x4") 1 Each 169.85









NON SCHEDULE ITEMS

Filtration Plant



















ceiling roz block switch, holder and main switch

complete in all respect 1 Each Rs
















Tube Well




0 to 100 feet 80 Rft 504.15




i) 12" to 18" (300 to 450 mm) i/d 60 Rft 1285.65













PUMP HOUSE





the Contractor

D . N . I . T

FILTRATION PLANT IN VILLAGE PETHI TEHSIL HAZRO DISTRICT ATTOCK


S.# Ch:

#























(b) 1/2 inch thick 1210.5 %Sft. 2072.4








(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




cement concrete, including cutting, bending, laying in position, making joints and fastening,





thick sheeting including angle iron frame '2"x2"x3/8" and 3/4 square bars

square bars 4" centure to center with locking arrangement 28 Sq.ft 1166.8








leaves brass fittings, holdfast, duly painted, complete in all respects, including all cost of




























(E) 2 inch thick 372 %Sft. 5300.05










1" i/d (25 mm) 3.25mm thick 30 Rft 186.3



b) 4" i/d (100 mm) 40 Rft 198.3



f) Ratio 1: 2: 4 34.95 %Cft. 22151.2


28 25 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, handling,


















iii) 22.5 x 10 cm (9"x4") 1 Each 169.85









NON SCHEDULE ITEMS

Filtration Plant


















ceiling roz block switch, holder and main switch complete in all respect 1 Each Rs

















Drain Type-I

1 3 10 Earthwork excavation in irrigation channels, drains, etc. to

designed section, grades and profiles, excavated material

disposed off and dressed within 50 ft. (15 m) lead:- Ordinary 114.13 %oCft 5705.55

2 20 6 Constructing Punjab standard drains of cement

concrete 1:2-1/2:5 with cement concrete bedding

shapes rendering surface of concrete with

1:1 cement mortar 0.25" thick as per

engineer's drawing (excluding excavation)

Type-I 550 Rft 109.5

PCC In Streets

1 3 20-b Dressing of earth (done by machinery or otherwise

and left undressed to designed section 4750 %Cft 168.15

2 10 3 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. 4'' thick 1567.5 %Cft 4735.25

3 6 5-f Cement concrete plain including placing, compacting finishing and

curing complete (including screening and washing stone aggregate.1:2:4 1567.5 %Cft 22151.2

4 3 15-17 Filling, watering and ramming earth under floors:-


lead upto one chain (30 m). Transportation of earth all types when the total


is more than 1000 ft. (300 m) Lead upto 5 mile 10000 %oCft 14662.6

5 6 10 Precast cement concrete solid or face blocks (1:2:4),

including cost of templates. 862.29 Cft 208.85

5 1 1 Carriage of 100 Cft. (2.83 cu.m) of all materials like stone 16.1

aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft.

(4.25 cu.m) of timber, by truck or by any other means owned by the

contractor. (Lead upto 76 km) 'approved quarry (Lead upto 40 km) 1375.95 %Cft 1723.8




D . N . I . T

CONSTRUCTION OF DRAIN TYPE-I AND PCC PAVEMENT IN VILLAGE ASGHAR TEHSIL HAZRO DISTRICT ATTOCK.

Construction of PCC in Street,Drain Type-l, and other allied works.


the Contractor


the Contractor

D . N . I . T

CONSTRUCTION OF DRAIN TYPE-I AND PCC PAVEMENT IN VILLAGE HAMEED TEHSIL HAZRO DISTRICT ATTOCK

Construction of PCC in Street,Drain Type-l,Sullage Carrier and other allied works.

S.# Ch:

#


S.# Ch:

#




Drain Type-I










PCC In Streets



floor foundation, complete in all respects. 2970 %Cft 4735.25


curing complete (including screening and washing stone aggregate.1:2:4 2970 %Cft 22151.2












contractor. (Lead upto 76 km) 'approved quarry

(Lead upto 40 km) 2607.07 %Cft 1723.8

SULLAGE CARRIER

1 4 19-c Dismantling of cement concrete 1:2:4 231 %Cft 7817.55

2 3 10+27 Earthwork excavation in irrigation channels, drains, etc. to


disposed off and dressed within 50 ft. (15 m) lead:-Ordinary 1400 %oCft 5705.55



floor foundation, complete in all respects. Ordinary 231 %Cft 4735.25

4 6 3 Cement concrete brick or stone ballast 1/2 to

2 in. gauge in foundation and plinth. Ratio 1:6:12 231 %oCft 11448.95



6 6 6-a Providing and laying reinforced cement concrete (including prestressed concrete),

using coarse sand and screened (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 respects:-

(3) (c) Type C (nominal mix 1: 2: 4) 58.1 Cft 368.8


7 6 9-b Fabrication of mild steel reinforcement for cement concrete, including cutting,

bending, laying in position, making joints and fastenings, including cost

of binding wire and labour charges for binding of steel reinforcement (also

includes removal of rust from bars):- (b) deformed bars 177.94 %kg 14640.45





(Lead upto 40 km) 927.04 %Cft 1723.8

9 21 3 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.225 mm (18:) i/d 36 Rft 668





Drain Type-I









Type-I 1497 Rft 109.5

PCC In Streets










lead upto one chain (30 m). Transportation of earth all types when the total




D . N . I . T

CONSTRUCTION OF DRAIN TYPE-I AND PCC PAVEMENT IN VILLAGE FORMALI TEHSIL HAZRO DISTRICT ATTOCK.

Construction of PCC in Street,Drain Type-l,Sullage Carrier and other allied works.


the Contractor

S.# Ch:

#






(Lead upto 40 km) 7274.84 %Cft 1723.8

SULLAGE CARRIER





ii) Extra for slush or Daldal including dewatering. 5000 %oCft 11445.5














(3) (c) Type C (nominal mix 1: 2: 4) 75 Cft 368.8








contractor. (Lead upto 76 km) 'approved quarry (Lead upto 40 km) 4439.47 %Cft 1723.8





Drain Type-I









the Contractor

D . N . I . T

CONSTRUCTION OF DRAIN TYPE-I,II AND PCC PAVEMENT IN VILLAGE SAIDAN TEHSIL HAZRO DISTRICT ATTOCK

Construction of PCC in Street,Drain Type-l,ll and other allied works.

S.# Ch:

#





Type-II 910 Rft 203.9

PCC In Streets


and left undressed to designed section 19532.5 %Cft 168.15
















(Lead upto 40 km) 6430.3 %Cft 1723.8







necessary, finishing and testing, etc., complete.225 mm (9:) i/d 160 Rft 365.6





PCC In Streets

1 4 45 Dismantling and removing road metalling. 832 %Cft 1421.4





floor foundation, complete in all respects. 4'' thick 2832 %Cft 4735.25





D . N . I . T

CONSTRUCTION OF PCC STREETS IN VILLAGE MALLAH TEHSIL HAZRO DISTRICT ATTOCK

Construction of PCC in Street, and other allied works.


the Contractor

S.# Ch:

#





(Lead upto 40 km) 4518.91 %Cft 1723.8









100 ft. and lift upto 5 ft. (in ordinary soil.) 0 - 5 ft. 2294 %oCft 7492.3


50 mm) gauge, in foundation and plinth:- 1:4:8 569 %Cft 13357.55

3 8 2-ddii Coursed rubble masonry hammer dressed,

in foundation and plinth:

d) in cement, sand mortar:ii) ratio 1:6 5243 %Cft 14866.4


aggregate, spawl, kankar lime (unslaked), surkhi, etc. or

150 Cft. (4.25 cu.m) of timber, by truck or by any other

means owned by the contractor. (Lead upto 40 km) 5505.15 %Cft 1723.8


mortar including striking of joints. 2127 %Cft 20733.4


(b) 1/2 inch thick 6792 %Sft 2072.4


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














the Contractor

D . N . I . T

CONSTRUCTION OF BOUNDARY WALL OF JANAZAGAH IN VILLAGE AWAN ABAD TEHSIL HAZRO & DISTRICT ATTOCK.

Construction of Janaza Gah and other allied works.

S.# Ch:

#






50 mm) gauge, in foundation and plinth:- 1:7:20 2400 %Cft 10174.55

10 6 5-f Cement concrete plain including placing, compacting finishing

and curing complete (including screening and washing stone

aggregate ratio. 1:2:4 2400 %Cft 22151.2

11 6 33-aiii Providing and laying damp proof course of




polythene sheet 500 gauge.3" thick (75 mm) 848 %Sft 6793.75




means owned by the contractor.

(Lead upto 40 km) 2113.3 %Cft 1723.8



2"x2"x3/8" and 3/4" square bar 4" center to

center with locking arrangement 72 Sft 1166.8

14 11 23 Distempering:-

new surface:- three coats 2800 %Sft 772



windows any type i/c edges. 3 coat. 144 %Sft 1376.1

16 11 18 Cement pointing 1:2 deep struck joint outside the pump house 2800 %Sft 2266.2











REPAIR OF PERCOLATION WELL (15' dia & 35' deep)

1 4 13 Dismantling of brick work in lime or cement mortor. 27 %Cft 3020.40

2 11 9 Cement plaster 1:4 upto 20 ft height . 1/2" thick 217 Rft 110

3 7 7-i Pacca brick work circular masonry other than

building upto 10 ft. height in cement and mortar

1:3 ratio I/c cost of pacca brick. 27.00 %Cft 21,187.85

4 25 10+11 Fabrication of heavy steel work, with angle, tees, flat iron

D . N . I . T

REH:OF FILTRATION PLANT IN VILLAGE QIBLA BANDI TEHSIL & DISTRICT ATTOCK

Repair of Percolation well Repair of Pump House Circular Rising Main Distribution OHR 10000 , and other allied works.


the Contractor

S.# Ch:

#



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

etc.,including cutting, drilling, revitting, handling, assembling

and fixing, i/c Erection and fitting in position iron trusses, .

staging of water tanks, etc.For manhole cover 71.61 %kg 17425.4






is more than 1000 ft. (300 m) Lead upto 1 mile

for approch path 8000 %oCft 11036.20

6 13 5-c Painting new surface:-

d) Preparing surface and painting guard bars, gates of

iron bars, gratings, railing (including standards,

braces, etc.) and in similar open work:-3 coats 18 %Sft 1703.45

REPAIR OF PUMP HOUSE (CIRCULAR)

1 4 20 Dismantling cement concrete reinforced,

separating reinforcement from concrete,

cleaning and straightening the same. 152.25 %Cft 12,792.40

2 4 13 Dismantling brick work in lime or cement mortar. 14.25 %Sft 3020.4

3 7 5-i Pacca brick work in G/Floor cement sand mortor 1:5

Straight Wall 62 %Cft 20733.4

4 7 5&6 Pacca brick work in G/Floor cement sand mortor 1:5 34.27 %Cft 21,667.95

5 7 10 Extra for pacca brick work in steining of wells or any other

circular masonry. 97.00 %Cft 1,827.85

6 6 6-aiii Providing and laying reinforced cement concrete (including

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.):-

(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 respects:-

(3) (c) Type C (nominal mix 1: 2: 4) 79 Cft 368.80


including cutting, bending, laying in position, making joints

and fastenings, including cost of binding wire and labour

charges for binding of steel reinforcement (also includes

removal of rust from bars):- 242 %kg 14640.45

8 12 54 Providing and fixing M.S. flat ½"x1/8" (13mm x 3mm) grill

including ¾" x 1/8" (20 mmx3 mm) M.S. flat frame, in

windows of approved design, including painting three

coats, complete in all respects. 16 Sft 246.45

9 11 9 Cement plaster 1/2 inch thich ratio 1:4 upto

20 ft. height 631 %Sft 2072.4

10 13 4-c Painting old suface of door window type including edges 2 coats 44 %Sft 1049.35


11 9 5 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid

over 4"(100 mm) earth and 1" (25 mm) mud plaster without

Bhoosa, grouted with cement sand 1:3 on top of RCC roof

slab, provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m

bitumen coating sand blinded. 176.74 %Sft 6901.1

12 9 15 Khurra on roof 2 ft x 2 ft x 8 inch 1 Each 540.55

13 11 18 Cement pointing 1:2 deep struck joint outside the pump house 377 %Sft 2266.2


50 mm) gauge, in foundation and plinth:-

Ratio 1:6:12 88 %Cft 11448.95

15 10 15-e Providing and laying 2 inch thick topping of

cement concrete 1:2:4 including finishing and

dividing into panels. 2" thick 176.74 %Sft 5300.05




means owned by the contractor. (Lead upto 40 km) 94 %Cft 1723.8

17 11 25-aiii White washing 3 coats 631 %Sft 315.85

RISING MAIN

1 3 44 Excavation of trenches in all kinds of soil, except cutting

rock, for watersupply pipelines upto 5 ft. (1.5 m) depth

from ground level, including trimming, dressing sides,

levelling the beds of trenches to correct grade and

cutting pits for joints, etc. complete in all respects.Take 75% 3840 %oCft 5340.2

2 3 11-a Excavation in rock dressed to designed section

grades and profiles, excavated material disposed off

within100ft

(a) soft rock, slate, shale,schist laterite work and crowbar.Take 25% 960 %0Cft 13603.4

3 23 22 Providing, laying cutting jointing testing and disinfecting G.I. pipe

line in trenches, with socket joints, using G.I. Pipes of BSS 1387-

1967 complete in all respects, with specials and valves.

Medium Quality

(b) 4" i/d (100 mm) 4.5mm thick 800 Rft 884.2

4 23 33-b Providing and fixing, air valve 2½ (65mm) dia of B.S.S. ditto

quality and weight (complete with jointing material).Double 1 Each 7634.95

5 3 13-a Rehandling of earthwork:

(a) Lead upto a single throw of Kassi, phaorah or shovel 3072 %oCft 1776.7

Distribution System.

1 4 19-c Dismantling cement concrete 1:2:4 plain 375 %Cft 7817.55

2 4 29 Dismantling brick or flagged flooring without

concrete foundation. 900 %Sft 604.1





cutting pits for joints, etc. complete in all respects. 5796 %0Cft 5340.2


grades and profiles, excavated material disposed off within100ft






Medium Quality

(i) 2" i/d 1680 Rft 376.6

(ii) 3" i/d 1500 Rft 618.3

(iii) 4" i/d 800 Rft 884.2

6 23 30 P/fixing sluice valve of BSS quality and weight clsss B for cast

iron pipe line & asbests cement pipe line i/c of jointing material.

(ii) 3" i/d 4 Each 6923.25

(iii) 4" i/d 3 Each 8129.15

7 6 5-d Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of

stone aggregate): Ratio 1:2:4 375 %Cft 10174.55

8 21 10 Restoration of brick pavement on edge, over laid service

line, with 2" (50 mm) sand cushion under soling. 900 %Sft 3643.55




means owned by the contractor.

(Lead upto 40 km) 329.18 %Cft 1723.8


(a) Lead upto a single throw of Kassi, phaorah or shovel Take 80% 4637 %0Cft 1776.7

MASONARY CHAMBER (2ft x 2ft) (2 Nos)

1 3 21 Excavation in foundation of building, bridges and other

structures, including dagbelling, dressing, refilling around

structure with excavated earth, watering and rammiing lead

upto one chain (30 m) and lift upto 5 ft. (1.5 m)

b) Ordinary 55.12 %oCft 7492.3



d) Ratio 1: 6: 12 6.12 %Cft 11448.95


i) Cement, sand mortar:- 33 %Cft 19219.65

4 6 5-f Cement concrete plain including placing,

compacting, finishing and curing

complete (including screening and

washing of stone aggregate):

(f) Ratio 1: 2: 4 3.92 %Cft 22151.2

5 11 9 Cement plaster 1:4 upto 20' (6.00 m) height:-

b) ½" (13 mm) thick 29.44 %Sft 2072.4

Masonary Chamber 3ft x 3ft ( 1 Nos)




upto one chain (30 m) and lift upto 5 ft. (1.5 m)

b) Ordinary 27.56 %oCft 7492.3




d) Ratio 1: 6: 12 3.06 %Cft 11448.95


i) Cement, sand mortar:- 16.5 %Cft 19219.65




washing of stone aggregate):

(f) Ratio 1: 2: 4 1.96 %Cft 22151.2


b) ½" (13 mm) thick 14.72 %Sft 2072.4


NON SCHEDULE ITEMS

1 OVER HEAD RESERVIOR

Design and consrtuction testing and disinfestion RCC

O.H.R 10000 (Ten thousand) imperial Gallons capacity

having 10% extra for free board & dead storage/silting at

bottom.The height of the base slab of tank G.L level upto top of tank

shall be 40 ft above finished G.L.which shall be 1-1/2' higher than

existing level at site other wise as specified i/c cost of allied works &

items mentioned here under.

A contiliver of walk - way of 2 ft width will be projected all around

the reservior at level of tand base slab with 3 ft height G.I

pipe railing 1 1/2'' size pipe having two rows & & vertical posts

1- 1/2" i/d G.I pipe, vertical post space not more than 4' center to center.

a Soil studies & testing of bearing capacity at proposed site

of over Head Reservoir shall be done through Agencies

approved by the Dept: i/c F.W.O, University of Engg:

Technology /Lahore/ taxila/ Quaid-i-azam material testing

Laboratory of C&W irrigation Department Govt of Punjab

lahore ,NESPAK and submision of bearing capacity report intripplicate.

b Providing physical & Structural design of the O.H.R. with

detail construction drawings in five sets from reputed consulting

firm/structural Engineer, specialist having experience

of similar works an having qualification not less then MSC

structural engineering civil .The contractor shell have to

produce along-with design and

the CVs copies of the Degrees & Memership of the designer

with PEC shall be approved by the Superintending Engineer

The design & drawing approved by the Superintending

Engineer & shall be subject to corrections rectification & amendments

as required by the Dept. The design shall be based on the following concrete

mixture ratio & available design stressed for concrete and steel.

(i) Compression stress for concrete for all water retaining

memebers(mix not weaker than 1:1 1/2:3)600 PSI

(ii) Compression stress for concrete for all other then water

retaining memebers(mix not weaker than 1:2:4)750 PSI

(iii) tensile stress for steel for water retaining members 12000 PSI

(iv) Tensile stress for steel for other than water retaining members 18000 PSI

(v) Minimum cover on steel for RCC members facing water retaining size 3/4''

c P/installing hoisting & disinfecting of G.I pipe with flanged

joints medium class 6'' i/d for Rising/deliveryman/

scour & over flow,nuts,bolts rubber insersion sheet bitumastic

painting up to 10' from outer edge etc complete in all respect.

d P/ L testing and disinfecting of G.I special for rising main

delivery main scour & over flow pipes of suitable size as

approved by the Engineer in charge such as bell mouth with

puddle coller expension joints CI vent pipe 2 Nos 4'' i/d 2.50'

height with base and cowl on top,sluice

valve for over flow scour rising main and delivery main

bends,tees,tails pieces etc complete in all respects.


e P/L of dry sand and grouted brick on edge paving on 1''

thick sand bed laid on properly dressed ,compacted

and radically outwards sloping bed upto outer edge of O.H.R

up to 5ft minimum from the outer edge of columns of the OHR

( which over maximum) with finished level of brick paving

in the center at 6'' height above the finishing ground level

around the over head reservior, duly provided with brick

masnory on 6'' thick 1:4:8 PCC foundation toe wall on the

periphery for protection.

f. P/F 18" wide M.S ladder of the required length for ground level to top of tank

comprising of sides of angle iron size 2 ½" x 2 ½" x ¼" thick with¾" dia

M.S bar steps at one feet center to center with necessary stays braces etc

& foundation dowels and bolts i/c 2 ½' high railing 1¼" i/d G.I pipe on both

sides with2 rows & vertical posts at 4' c/c all along the stair case and

landings i/c two coats of gray enamel painting on single coat of red lead

primer complete in all respect.

g Water level indicating guage complete with pully ,string ,

pointer front guide & calibrated scale 2''x2''x1/4'' to required

length & 18'' width with 3/4'' dia M.S double bar steps at one ft c/c

with necessary stays and foundation i/c 1-1/4" i/d G.I. pipe

railing 2-1/2' height al along it on both sides and painting

complete in all respect from G.L. to top of Water tank.

h P/F M.S ladder of L-iron 2"x2"x1/4" to the required length 18" width with 3/4"

dia M.S. double bar steps at 1' c/c inside the water tank i/c painitng etc complete.

i Lightening conductor of appropriate design i/c 1" x 1/8" coper

strips fixed along tank wall columns and ground from lighting

conductor on top of tank to earthing point at 30' away from

outer edge of tank foundation i/c earthing as per approved

specification.

j P/F in top slab 2 no medium weight C.I man hole covers with

fram of 22" i/d size complete i/c two coat of enamel painting complete.

k P/F along prephiery on top of tank slab 2-1/2' heigh railing of

1-1/4" i/d size G.I pipe having two horizantol rows and vertical posts spaced not

more than c/c i/c cost of G.I specials grey enamel paint complete in all respect.

l P/F on top of tank slab Two nos. red air warning lights with

necessary wiring in 3.029 gauge electric cable encased in 3/4"

i/d PVC pipe conduits fixed on tank on wall columns under floor

level. i/c necessary control switches and connection there of with exi

m Clearing of work before construction and its clearing development

restroration after completion of all work of OHR up to the required

finished ground level, respectively i/c of truffining plantation

etc complete to the entire satisfaction of Engineer in charge.

n Providing & construction of plinth protection of 3ft projected

beyond column and flouring under neath the reservoir of 3" thick

PCC 1:2:4 laid over 4" thick PCC 1:4:8 complete.

o Const: of valve chamber for Rising main and delivery main size

3'x3'x3' of brick masonry and M.S cover made of L-iron frame 2"x2"x1/4" with

M.S sheet 3/16"thick i/c locking arrangement and black pianting complete.

p Const: of discharge sump 3'x3' of brick masonry in description with over flow as drainage system


q Dry brick flooring on edge will be provided at plinth level under

and 3' projected around the over haed reservoir. 10000 P.Gallon Rs

2 Desilting of percolation well i/c cost of all tools & plant

required at site, the rate also includes Labour

charges complete. 707 Rft Rs

3 S/hosting of chain pully block 3 ton Capacity 1 Each Rs

4 P/Fixing Non Return valve 4" i/d i/c cost of jointing material\

complete in all respects. 1 Each Rs

5 Making connection of existing G.I pipe with new watersupply mian

lines including excavation cutting of existing pipe line threding

provding and fixing of flanges complete, i/c all jointing material and

refilling etc complete in all respect. upto 6" i/d 2 Each Rs

6 Repair of existing pipe line i/c cost of excavation of trenches upto required depth

and width, i/c of welding hire charges of welding plant, welding road pay of welder

and other unskilled labour required for the job. The cost

also includes back filling of trenches after completion job. 4 Each Rs

7 P/fixing sluice valve of BSS quality and weight clsss B for cast

iron pipe line & asbests cement pipe line i/c of jointing material. 2" i/d 2 Each Rs

8 Dismantling and relaying of 4" i/c G.I Pipe already laid in rising main including

excavation of trenches in existing rising main and transportation of pipe upto

1 Km and relaying in new alignment complete in all respect. 50 Rft Rs

9 P/F M.S. Cover made of L iron frame 2" x 2" x 1/4" with M.S Sheet

3/16" thick i/c lock & locking arrangement weilding, cross L-iron

underneath cover for strengthing the M.S sheet i/c embadding

on top of vlave chamber with the holdfast. 2'x2' 2 Each Rs

10 P/F M.S. Cover made of L iron frame 2" x 2" x 1/4" with M.S Sheet

3/16" thick i/c lock & locking arrangement weilding, cross L-iron

underneath cover for strengthing the M.S sheet i/c embadding

on top of vlave chamber with the holdfast. 3'x3' 1 Each Rs





RISING MAIN


2 4 19-d Dismantling cement concrete with brick aggregate. 750 %Cft 2132.05





cutting pits for joints, etc. complete in all respects.Take 75% 28350 %oCft 5340.2


grades and profiles, excavated material disposed off

within100ft


the Contractor

D . N . I . T

REH: OF WATER SUPPLY SCHEME MULLAN MANSOOR TEHSIL HAZRO DISTRICT ATTOCK

Providing /fixing Rising Main and other allied works.

S.# Ch:

#







Medium Quality

(b) 4" i/d (100 mm) 4.5mm thick 2000 Rft 884.2


pipe line in trenches with P.V.C. pipes of B.S.S. with `D'

Class working pressure complete in all respects:-

© 4" i/d (100 mm) 4500 Rft 337.80


(a) Lead upto a single throw of Kassi, phaorah or shovel 22680.00 %oCft 1,776.70

8 23 41 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) 4 Each 2026.55

9 23 30 Providing and fixing sluice valve of B.S.S. quality and weight

Class `B', for cast iron pipe line, and Asbestos cement

pipe line (including cost of jointing material):-4" i/d 3.00 Each 8,129.15

3" i/d 3 Each 6923.25

10 23 33 Providing and fixing air valve 2-1/2 inch inside dia of BSS

quality and weight (complete with jointing material) 2 Each 7634.95

11 23 38 Providing and installing of PVC tees of

B.S.S working pressure.

e) 4" i/d (100 mm) 3.00 Each 1,121.05

12 23 37 Providing and installing of PVC bends of B.S.S working pressure.

e) 4" i/d (100 mm) 3 Each 557.70

13 6 3-d Restoration of cement concrete(1:7:20)Plain 550.00 %Cft 10,174.55

14 6 5-f Restoration of cement concrete(1:2:4)Plain 726 %Cft 22151.2

MASONARY CHAMBER (3ft x 3ft) (2 Nos)




upto one chain (30 m) and lift upto 5 ft. (1.5 m) b) Ordinary 96 %0Cft 7492.3


50 mm) gauge, in foundation and plinth:- d) Ratio 1: 6: 12 10.56 %Cft 11448.95


i) Cement, sand mortar:- 67.5 %Cft 19219.65




washing of stone aggregate):(f) Ratio 1: 2: 4 6.48 %Cft 22151.2


b) ½" (13 mm) thick 42.56 %Sft 2072.4

6 25 10+11 Fabrication of heavy steel work, with angle, tees, flat iron




iron trusses, staging of water tanks, etc.(For man hole cover) 143.42 %kg 17425.4

7 13 5-c Painting new surface:-


d) Preparing surface and painting guard bars, gates of

iron bars, gratings, railing (including standards,

braces, etc.) and in similar open work:- 3 Coats 36 %Sft 1703.45

NON SCHEDULE ITEMS

1 Providing and fixing M.S Tee i/c flanged and jointing material etc. 3 Each Rs

2 Providing and fixing of Non Return valve of BSS Quality 2 Each Rs

3 Provision made for road crossing 1 Each Rs





Drain Type-I









Type-I 2910 Rft 109.5

Type-II 100 Rft 203.9

PCC In Streets













(Lead upto 40 km) 13160.59 %Cft 1723.8







necessary, finishing and testing, etc., complete.225 mm (9:) i/d 106 Rft 365.6

D . N . I . T

CONSTRUCTION OF DRAIN TYPE-I,II AND PCC PAVEMENT IN VILLAGE MIRZA TEHSIL & DISTRICT ATTOCK.

Construction of PCC in Street,Drain Type-l,ll and other allied works.


the Contractor

D . N . I . T

S.# Ch:

#







Drain Type-I










PCC In Streets



floor foundation, complete in all respects. 2970 %Cft 4735.25






with new earth excavated from outside, lead upto one chain (30 m).








(Lead upto 40 km) 2607.07 %Cft 1723.8

SULLAGE CARRIER














the Contractor

CONSTRUCTION OF DRAIN TYPE-I AND PCC PAVEMENT IN VILLAGE DAKHNAIR & KARMALIA TEHSIL & DISTRICT ATTOCK.

Construction of PCC in Street,Drain Type-l,Retaining Wall and other allied works.

S.# Ch:

#








(3) (c) Type C (nominal mix 1: 2: 4) 58.1 Cft 368.8









(Lead upto 40 km) 927.04 %Cft 1723.8







necessary, finishing and testing, etc., complete.225 mm (18:) i/d 36 Rft 668






Tube Well




0 to 100 feet 80 Rft 504.15




i) 12" to 18" (300 to 450 mm) i/d 60 Rft 1285.65













PUMP HOUSE

1 3 21-b Excavation in foundation of building, bridges & other structures,

including dagbeiling, dressing, refilling around structures with excavated earth,





3 7 4 Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:-1:5 340.99 %Cft. 19219.65

4 6 33 Providing and laying damp proof course of cement concrete 1:2:4

(using cement, sand and shingle), including bitument coating:





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

lead covered in item of work is more than 1000 ft. (300 m) Lead upto 1 mile 393 %oCft. 11,036.20




D . N . I . T

FILTRATION PLANT IN VILLAGE SHAKARDARA TEHSIL & DISTRICT ATTOCK



the Contractor

S.# Ch:

#



(b) 1/2 inch thick 1210.5 %Sft. 2072.4









































1 in. mud plaster without bhoosa grouted with cement sand 1 :3 ontop of R.C.

roof slab providing with 34 lb bitument coating sand blinded 144 %Sft. 6901.1


















(E) 2 inch thick 372 %Sft. 5300.05








G.I. pipeline in trenches, with socket joints, using G.I. pipes of

B.S.S. 1387-1967 complete in all respects, with specials and valves.

1" i/d (25 mm) 3.25mm thick 30 Rft 186.3



b) 4" i/d (100 mm) 40 Rft 198.3



f) Ratio 1: 2: 4 34.95 %Cft. 22151.2






















iii) 22.5 x 10 cm (9"x4") 1 Each 169.85









NON SCHEDULE ITEMS

Filtration Plant




































INTER CONNECTION WITH EXISTING LINE


2 4 19-d Dismantling cement concrete with brick aggregate. 65.3 %Cft 2132.05





cutting pits for joints, etc. complete in all respects. 396 %oCft 5340.2

4 23 22 Providing, laying cutting jointing testing and

disinfecting G.I. Pipeline in trenches, with

socket joints, using G.I. Pipes of BSS 1387-


Medium Quality

1½" i/d (40 mm) 3.25mm thick 132 Rft 272.15

5 3 13 Rehandling of earthwork:

(a) Lead upto a single throw of Kassi, phaorah or shovel 317 %oCft 1776.7

6 19 30 Providing and fixing gun metal peet/gate valve (screwed):-

(ii) 40 mm(1½") dia 1 Each 601.95

7 6 3-d Restoration of cement concrete(1:7:20)Plain 49.50 %Cft 10,174.55

8 6 5-f Restoration of cement concrete(1:2:4)Plain 99 %Cft 22151.20




means owned by the contractor.(Lead upto 40 km) 86.9 %Cft 1723.8

PUMP HOUSE







the Contractor

D . N . I . T

FILTRATION PLANT IN VILLAGE ATTOCK CITY TEHSIL & DISTRICT ATTOCK

Inter Connection with Existing Line,Pump House,Filtration Plant and other allied works.

S.# Ch:

#







4 6 33a-ii Providing and laying damp proof course of














(b) 1/2 inch thick 1210.5 %Sft. 2072.4










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



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


(also includes removal of rust from bars) (b) deformed bars 506.46 %kg 14640.45





























16 9 14 Khassi parnalas in cement sand mortar outside 12"

width finished smooth with a floating coat of neat cement. 16 Rft 117.15










(E) 2 inch thick 372 %Sft. 5300.05










1" i/d (25 mm) 3.25mm thick 30 Rft 186.3



b) 4" i/d (100 mm) 40 Rft 198.3




f) Ratio 1: 2: 4 34.95 %Cft. 22151.2



















recessed wiring, including making holes for regulators, switches, plugs, etc.

iii) 22.5 x 10 cm (9"x4") 1 Each 169.85





M.S. plate 25x6 mm (1"x¼"), with bolts and nuts for hanging ceiling fans. 1 Each 163.05



NON SCHEDULE ITEMS

Filtration Plant














4 Making connection of existing G.I pipe with new watersupply

mian lines including excavation of trench and refilling,

complete, but excluding cost of pipe and specials, etc. Upto 4" i/d 1 Each Rs



















PCC In Streets












(Lead upto 38 km) 7392 %Cft 1660.2

NON SCHEDULE ITEMS

1 Providing and fixing of indication board size 3’ x 3’ made of M.S Sheet 1/8”

thick duly fixed with frame of square bar 1” and M.S Sheet and it’s frame

supported with frame of 1 ½” G.I pipe and 7’-6” Long 1 ½” G.I Posts. Rate also

includes the cost of painting lettering with green and black paint on both sides,

etc. fixing with P.C.C Block (1:2:4) and rate also include the carriage from workshop

to site of work. Complete in all respects upto the entire satisfaction of Engineer In-charge. 1 Each 12500.00

D . N . I . T

CONSTRUCTION OF MAIN PATH VILLAGE SULTAN PUR TEHSIL HASSAN ABDAL DISTRICT ATTOCK.

Construction off PCC in Street and other allied works.


the Contractor

S.# Ch:

#







PCC In Streets



2 6 5-f Dismantling cement concrete 1:2:4 plain 5" thick 585.48 %Cft 7817.55










(Lead upto 76 km) 2956.87 %Cft 1882.8

NON SCHEDULE ITEMS

1 Providing and fixing of indication board size 3’ x 3’ made of M.S Sheet 1/8”

thick duly fixed with frame of square bar 1” and M.S Sheet and it’s frame

supported with frame of 1 ½” G.I pipe and 7’-6” Long 1 ½” G.I Posts. Rate also

includes the cost of painting lettering with green and black paint on both sides,

etc. fixing with P.C.C Block (1:2:4) and rate also include the carriage from workshop

to site of work. Complete in all respects upto the entire satisfaction of Engineer In-charge. 1 Each 12500.00





Tube Well




0 to 100 feet 100 Rft 368.05

100 to 200 feet 100 Rft 499.55






the Contractor

D . N . I . T

FILTRATION PLANT IN VILLAGE SHAIA TEHSIL HASSAN ABDAL DISTRICT ATTOCK


D . N . I . T

CONSTRUCTION OF MAIN PATH IN DHOKE MEHDI VILLAGE BURHAN TEHSIL HASSAN ABDAL DISTRICT ATTOCK.

Construction off PCC in Street and other allied works.

S.# Ch:

#



the Contractor

S.# Ch:

#











PUMP HOUSE











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











(b) 1/2 inch thick 1276.25 %Sft. 2072.4

















charges for binding of steel reinforcement, (also includes removal of rust from bars)


























14 11 23 Distempring. ( two coats) 687.3 %Sft. 605







17 9 16 Bottom khurras of brick masonry in cement sand mortar 1:4 4ft x2ft x41/2inch over








(E) 2 inch thick 363 %Sft. 5300.05



windows any type i/c edges.2 coat 261.5 %Sft. 1666.3


in white cement 1:2 over ¾" (20mm) thick cement mortar 1:2, complete. 270 %Sft. 15370.3





1" i/d (25 mm) 3.25mm thick 30 Rft 186.3




b) 4" i/d (100 mm) 40 Rft 198.3



f) Ratio 1: 2: 4 37.5 %Cft. 22151.2





















iii) 22.5 x 10 cm (9"x4") 1 Each 305









NON SCHEDULE ITEMS

Filtration Plant




































Tube Well




0 to 100 feet 100 Rft 368.05

100 to 200 feet 100 Rft 499.55













PUMP HOUSE

1 3 21-b Excavation in foundation of building, bridges & other structures, including dagbeiling, dressing,

refilling around structures with excavated earth, watering and ramming lead upto one chain


D . N . I . T

FILTRATION PLANT IN VILLAGE HISAR TEHSIL HASSAN ABDAL DISTRICT ATTOCK


S.# Ch:

#


the Contractor



















(b) 1/2 inch thick 1276.25 %Sft. 2072.4














9 6 9-b Fabrication of mild steel reinforcement for cement concrete, including

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


(also includes removal of rust from bars) (b) deformed bars 409.26 %kg 14640.45
























14 11 23 Distempring. ( two coats) 687.3 %Sft. 605














20 10 15 Providing and laying topping of cement concrete 1:02:04 including

surface finishing and dividing in panels '(E) 2 inch thick 363 %Sft. 5300.05



windows any type i/c edges.2 coat 261.5 %Sft. 1666.3


in white cement 1:2 over ¾" (20mm) thick cement mortar 1:2, complete. 270 %Sft. 15370.3





1" i/d (25 mm) 3.25mm thick 30 Rft 186.3



b) 4" i/d (100 mm) 40 Rft 198.3



f) Ratio 1: 2: 4 37.5 %Cft. 22151.2


28 25 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, handling,


















iii) 22.5 x 10 cm (9"x4") 1 Each 305









NON SCHEDULE ITEMS

Filtration Plant























7 Providing fixing khaprail tile with cement sand mortor 1:3 complete in all respect 127.6 Sft. Rs




11 Supply and erection pannel bord 15" x 18" i/c Amp: meter Volt meter

indicator light circuit breker etc complete in all respect 1 Each Rs






R.C.C SEWER

1 4 19-c Dismantling of cement concrete 1:2:4 311.22 %Cft 7817.55

2 4 29 Dismantling (Tuff Tile) brick or flagged flooring without concrete foundation. 12" i/d 585.31 %Sft 604.1


4 3 42 Earthwork excavation in open cutting for sewers and

manholes as shown in drawings including shuttering and

timbering, dressing to correct section and dimensions

according to templates and levels, and removing surface

water, in all types of soil except shingle, gravel and rock:-

(i) '0 ft. to 7.0 ft. (0 to 2.10 m) depth 13326.78 %oCft 6171.2







necessary, finishing and testing, etc., complete. 9" i/d 552 P.Rft 365.6

6 21 3 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" i/d 446.00 P.Rft 430.80

7 7 30 Supplying and filling sand under floor or pluging in wells. 4755.8 %Cft 1616.1

8 3 13-a-24aRehandling of earthwork:

a) Lead upto a single throw of Kassi, phaorah or shovel 6856.79 %Cft 1776.7

9 3 17 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 2 mile 6888.09 %oCft 4749.50

10 6 3-f Cement concrete brick or stone ballast 1/2 to

2 inch gauge in foundation and plinth ratio 1:07:20 812.07 %Cft 10174.55

11 6 5-f Cement concrete plain including placing, compacting, finishing,

and curing complete (including screening and washing

of stone aggregate: Ratio 1:2:4. 341.05 %Cft 22151.2

12 21 11 Restoration of flat brick pavement sand grouted, over 2"

(50 mm) thick dry sand cushion, under soling on laid

service line.(tuff tile) 12" i/d 582.24 %Sft 2391

Construction of Gully Grating Chamber Size 12" x 12" (5 Nos)

1 21 7-b Constructing gully grating chamber, 12"x12", ( 300x300mm)

complete in all respects: b) Concrete Gully trap. 5 Each 3062.1

S.# Ch:

#


D . N . I . T

PROVISION OF SEWERAGE SYSTEM/RENOVATION OF BUILDING AT TEHSIL HOSPITAL HEAD QUARTER PINDI GHEB(OGDCL)

Providing /fixing of R.C.C Sewer Renovation of building & other allied works.


the Contractor


2 4 19 Dismantling of cement concrete 1:2:4 44.7 %Cft 7,817.55


4 4 45 Dismantling and removing road metalling. 112.45 %oCft 1421.4






(i) '0 ft. to 7.0 ft. (0 to 2.10 m) depth. 304.9 %oCft 6171.2

6 7 30 Supplying and filling sand under floor; or plugging in wells. 90.5 %Cft 1616.1







necessary, finishing and testing, etc., complete

iii) 225 mm (9:) i/d 60 Rft 365.6

8 3 13-a Rehandling and compaction, 80% of excavated earth. 243.9 %oCft 1776.7

9 6 3-f Cement concrete brick or stone ballast 1/2 to

2 inch gauge in foundation and plinth ratio 1:07:20 44.7 %Cft 10174.55



of stone aggregate: Ratio 1:2:4. 67.75 %Cft 22151.2




means owned by the contractor.(Lead upto 40 km) 59.45 %Cft 1723.8

Construction of Man Hole Chamber 4 ft Dia for 9" i/d

R.C.C upto 6.66 ft depth (12 Nos)

1 4 19-c Dismantling of cement concrete 1:2:4 131.4 %Cft. 7,817.55

2 4 19-d Dismantling cement concrete with brick aggregate. 99.6 %Cft. 2,132.05




according to templates and levels, and removing surface water, in all types of soil

except shingle, gravel and rock:- '0 ft. to 7.0 ft. depth 2158.56 %0 Cft 6171.20

4 6 2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50

mm) gauge. 398.28 % Cft 4381.10



(d) Ratio 1: 6:12 191.04 % Cft 11448.95

6 7 7 Pacca brick work other than building upto 10ft. (3 m) height.

Cement sand mortar Ratio 1:4 485.04 % Cft 20451.65


circular masonry. 485.04 % Cft 1827.85



of stone aggregate: Ratio 1:2:4. 140.64 % Cft 22151.20


9 11 8-b Cement plaster 1:3 upto 20' (6.00 m) height:- 1/2" thick. 774.72 % Sft 2164.25

10 21 9 Extra for making and finishing benching floor work in

manhole chamber, with 1/8" (3 mm) thick cement finish. 150.84 % Sft 1846.30

11 21 13 Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle

iron step, in manhole chambers, including carriage and

setting the same in work to correct lines and levels. 24 P. No 323.30

12 21 15-A Providing and fixing 6" thick R.C.C. manhole

cover with tee shaped C.I. frame of 22" I/d (frame weighing

37.324 Kg. or one maund as per Standard Drawing STD/PD

No. 6, of 1977, complete in all respect. 12 Each 7901.65


a) Lead upto a single throw of Kassi, phaorah or shovel 949.8 %oCft. 1776.70

Construction of Man Hole Chamber 4 ft Dia for 12" i/d

R.C.C upto 7 ft depth (6 Nos)

1 4 19-c Dismantling of cement concrete 1:2:4 65.7 %Cft. 7,817.56

2 4 19-d Dismantling cement concrete with brick aggregate. 49.8 %Cft. 2,132.05






0 ft. to 7.0 ft. depth 1278.36 %0 Cft 6171.20

4 6 2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50

mm) gauge. 199.14 % Cft 4381.10



(d) Ratio 1: 6:12 133.44 % Cft 11448.95

6 7 7 Pacca brick work other than building upto 10ft. (3 m) height.

Cement sand mortar Ratio 1:4 285.54 % Cft 20451.65


circular masonry. 285.54 % Cft 1827.85



of stone aggregate: Ratio 1:2:4. 61.98 % Cft 22151.20

9 11 8-b Cement plaster 1:3 upto 20' (6.00 m) height:- 1/2" thick. 464.7 % Sft 2164.25

10 21 9 Extra for making and finishing benching floor work in

manhole chamber, with 1/8" (3 mm) thick cement finish. 75.42 % Sft 1846.30

11 21 13 Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle

iron step, in manhole chambers, including carriage and

setting the same in work to correct lines and levels. 24 P. No 323.30

12 21 15-A Providing and fixing 6" thick R.C.C. manhole

cover with tee shaped C.I. frame of 22" I/d (frame weighing

37.324 Kg. or one maund as per Standard Drawing STD/PD

No. 6, of 1977, complete in all respect. 6 Each 7901.65


a) Lead upto a single throw of Kassi, phaorah or shovel 562.5 %oCft. 1776.70


Note:

1. The work should be executed in accordance with the availability of funds as required under Rules 2.82 of B&R Code. The department will not accept

any Responsibility for loss sustained by contractor due to interruption of work as a result of shortage of funds, delay in supply of material, labor or

2

3

4 Any omission or error there in will be referred to original printed standard rates Part ,A” Standardized items, 2nd BI-ANNUAL-2019 (1st July to 31th Dec) and the

5

6 Provisions of T.S estimate are to be strictly followed and there should be no excess or in any case without the prior approval of Chief Engineer,(N)PHED.

7 The work should be carried out strictly in accordance with the approved specification/design, drawing and requirements, of contract agreement and to

the entire satisfaction of the engineer-in-charge.

8

9

i

ii

iii

iv

v

vi

vii

viii

10. In case of rates quoted less than estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and

11

Contractor

one week of the issuance of acceptance letter.

Any other standardized and non standardized rate, items of work not included in this bid and required to be executed at site during execution

will be Paid after approval by the competent authorities.

for Distt: Attock for interpretation the decision of Chief Engineer, (North) PHED will be final and binding upon the contractor.

It will be exclusive responsibilities of the contractor to complete the work according to specifications.

The work must be started at site within fort night from the issuance of acceptance letter otherwise it will be considered as rescinded automatically.

In addition to agreement form, the following governing conditions be followed strictly:-

any other Reasons what so ever related for completion of work.

Construction schedule should be provided by the contractor for completion of work according to the agreement (06-Month) time limit within

Public Health Engineering Division

Attock

Trace ability code No. on product (Year, Month, Date ,Shift)

Test report of factory

Confirmation that manufacturer’s all documents are original.

the estimate amount from any scheduled Bank shall be provided by the contractor as performance guarantee.

Conditional tender rates will not be entertained.

Executive Engineer

In order to ensure quality, the following documents on the receiving of material and verifying the bill be obtained:-

Original Manufacturer Confirmation through his letter Head and Seal

Manufacturer certificate

Sales Tax Number

Gate pass No

Delivery Challan No. & Date.


Documents

D . N . I . T FILTRATION PLANT IN VILLAGE HAZRO …...outside 12" width finished smooth with a floating coat of neat cement. 16 Rft 117.15 17 9 16 Bottom khurras of brick masonry in