d.n.i.t for construction of nali soling tuff tile and...

Name of Contrector

Approximate Cost. Rs 11.651 Million

Earnest Money Rs 0.233 Million

Time Limit 3 Months

Sr

#Discription of items Unit

Contractor

Rate

1 2 4 6

1 SUFACE DRAIN

1 Earthwork excavation in open cutting upto 5' -

0" (1.5m) depth for storm water channels,

drains, sullage drains in open areas, roads,

streets, lanes, including under pinning of

walls and shoring to protect existing works,

shuttering and tmbering the trenches,

dressed to designed level and dimensions,

trimming, removal of surface water from

trenches, back filling and surplus excavated

material disposed of and dressed within 50ft

(15m) lead

2375 Cft %0Cft @Rs.

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

to 2" gauge in foundation and plinth (1:6:12) 1320 Cft %Cft @Rs.

3 Pacca brick work in foundation and plinth in

cement sand martor ratio (1:5) 2379 Cft %Cft @Rs.

4 Pacca brick work on edge laid in

reinbursement,in cemet sand mortar,on sides

of drains,and on other work where required.

All joints to be filled and struck flush

ratio(1:5)

5685 Sft %Sft @Rs.

5 Construction of punjab standard drains of

cement concrete (1:2-1/2:5) with cement

concrete bedding ratio (1:6:12) complete laid

to lines,grades,slopes,and shapes,rendering

exposedsurface of concrete with (1:1) cement

sand martor 1/4(6mm) thick as per Engineer's

drawing (Excluding excavation)

Type - I

3190 Rft P.Rft @Rs.

Type - II600 Rft P.Rft @Rs.

D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C

KALA TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

Sr


Contractor

Rate

1 2 4 6

Quantity

3

6 Providing and Laying reinforced cement

concrtete (including prestressed concrete),

using coarse sand and screened graded and

washed aggregate in required shape and

design including forms moulds, shuttering,

lifting compacting, curing, rendring and

finishing exposed surface complete (but

excluding the cost of steel reinforcement its

fabrication and placing in position etc)

ii. Reinforced Cement Concrete in slab or

rafts / strip foundation, base slab of column

and retaining walls, etc and other structural

members other than those mentioned in 5(a)

(i) above not requiring form work (i.e

horizontal shuttering) complete in all respects

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

233 Cft P.Cft @Rs.

2 Fabrication of mild steel reinforcement for

cement concrete using deformed bars.

(grade 40)713.91 Kg %Kg @Rs.

3 TUFF TILE

1 Filling watering ramming new earth excavated

from out side lead upto 5 miles complete in all

respect 10098 Cft %0Cft Rs

2 Providing and laying sub base course of

stone product of approved qulity and grade ,

inculding placing ,maxing,spreading and

compaction of sub base material to requerd

depth, camber grade to achive 100%

maximum modified AASHO dry denisty

,inculding carriage of all material to site of

work except gravel and aggregate .(pet run of

bed run gravel(60 km lead)

1683 Cft %Cft Rs

3 Proveding and laying TUFF TILE (60mm gray

with 7000 psi ) 6732 Sft P.sft Rs

2 Brick Pvement

1 Earthwork excavation underessed lead upto a

single throw of Kassi, phaorah or shovel:-

Ordinary soil including Transportation of

earth all types when the total

distance,including the lead covered in the

92363 Cft %0Cft Rs

2 Providing laying dry brick pavement / Soling

in streets or roads etc; sand grouted laid in

proper camber i/c preparation, watering,

compacting of bed to proper camber & sand

cushion.

18026 Cft %Cft Rs

Sr


Contractor

Rate

1 2 4 6

Quantity

3

4 Sullage Carrier

1 Earth work excavation in open cutting upto 5ft

depth for storm water channels drain sullage

darin in open area, roads, streets, lands i/c

under pinning of walls and shorting to protect

existing works shufting and tembring the

trenches back filling and surplus execavated

meterials disposed offand dressed with 50 ft

lead on ordanary soil etc complete in all

respect

15100 Cft %0Cft Rs


to 2" guage in foundation and plinth. (1:6:12)6418 Cft %Cft Rs

3 Pacca brick work in cement sand mortar in

foundation and plinth.(1:5) 15855 Cft %Cft Rs

4 Cement concrete plain including placing,

compacting, finishing and curing complete

(including screening and washing of stone

aggregate): (f) Ratio 1: 2: 4

1510 Cft %Cft Rs

5 1/2" Cement plaster 1:4 upto 20' (6.00 m)

height:- 282 Sft %Sft Rs

6 Providing laying cement concrete plain

inculding placing ,compacting, finshing and

curing complete (inculding screening and

washing of stone aggregate) Ratio 1:2:415 Cft %Cft Rs

7 Reinforced cement concrete in roof slab,

beams, columns lintels, girders and other

structural members laid in situ or precast laid

in posisition or prestressed members cast in

situ type C for Slab etc nominal mix 1:2:4

complete in all respects (with Shutring)

560 Cft P.Cft Rs

8 Fabrication of mild steel deformed bars

cutting bending complete in all respect 1716 KG %KG Rs

5 RCC CULVERTS 2' SPAN 2 No.

1 Excavation in foundation of building bridges

sand other structures, including dressing

refilling around structure eith excavated earth

watering and remaining lead upto on chan

and lift 5ft, lead an ordinary soil, complete in

all respects

555 Cft %0Cft Rs


to 2" gauge in foundation and plinth ratio

1:6:12 complete154 Cft %Cft Rs

Sr


Contractor

Rate

1 2 4 6

Quantity

3

3 Pacca Brick work in foundation and plinth

ration (1:4) cement sand mortor complete in

all respects

308 Cft %Cft Rs

6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height

Complete in all respect282 Sft %Sft Rs




washing of stone aggregate) Ratio 1:2:43.380 Cft %Cft Rs





situ type C for Slab etc nominal mix 1:1.5:3


84 Cft P.Cft Rs

Ratio 1:2:4 17 Cft P.Cft Rs



6 SUMP WELL PUMP HOUSE

1 Excavation of well in dry upto 20' below

ground level and disposed off soil with in one

chain in ord soil

(0' to 5' depth)2455 Cft %0Cft Rs

(5' to 10' depth)2455 Cft %0Cft Rs

2 Cement concrete brick or stone ballast 1½" to

2" (40mm to 50mm) gauge in foundation &

plinth (1:6:12)

491 Cft %Cft Rs

3 Pacca brick work other than bulding in

circular masonry in 1:3 c/s mortarRs

(0' to 10' hight)828 Cft %Cft Rs

(10' to 20' hight)1159 Cft %Cft Rs

4 Extra Pacca brick work other in any circular

masonry 1987 Cft %Cft Rs

5 P.C.C ( 1:2:4) in bed and complete in all

respect 254 Cft %Cft Rs

6 3/4" thick vertcal DPC of cement plaster 1:3

with one chain of bitumen and on ecoat of

bitumin sheet etc

776 Sft %Sft Rs

Sr


Contractor

Rate

1 2 4 6

Quantity

3

7 Proveding laying R.C.C (1:2:4) in slabs, beam

, lintels etc copmlete 229 Cft P.Cft Rs


cement concrete using deformed bars. 701 Kg %Kg Rs

1/2" th ick cement plaste (1:3)

(upto to 20' hight)

1147 Sft %Sft Rs

9 Cement pointing struck joints in (1:2) c/s220 Sft %Sft Rs

10 Singal layal tiles 9"x4.5"x 1.5" laid over 4"

earth and 1" mud plaster with out bhoosa,

grouted with cement sand 1:3 on top RCC

roof slab,provided with 34 lbs per %Sft all

1.72 Kg/ sq.m bitumen coating sand blinded.

628 Sft %Sft Rs

11 Khassi parnalas in cement, sand mortair

1:2,12" (300mm) outside width finshing

smooth with a floating coat of neat cement. 10 Rft P.Rft Rs

12 khuras on roof 2'x2'x6" (600x600x150 mm)

1 No Each Rs

13 Bottom khuras of brick masonry in cement

mortar 1:6, 4'x2'x41/2" (1200x600x113mm)

over 3" (75mm) cement concrete 1:4:8.1 No Each Rs

14 Making and fixing steel grated door with 1/16"

thick sheeting inculding angle iron frame

'2"x2"x3/8" (50x50x10 mm) and 3/4" (20 mm)

square bras 4" (100 mm ) center to cente,

with locking arrangement .

35 Sft P.Sft Rs

15 Providing and fixing steel windows with

openable glazed panels using beam section

for frame '11/2"x1"x 5/8" x1/8" (40x25x16x3

mm ) z section for leaves ¾" x 1" x 3/3" x 1/8"

48 Sft P.Sft Rs

18 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 P.Sft Rs

19 Preparing surface and painting of door and

windows of any type 3 coats.102 Sft %Sft Rs

20 White washing three coats on new surface.1052 Sft %Sft Rs

Sr


Contractor

Rate

1 2 4 6

Quantity

3

21 Cement concrete brick or stone ballast 1 1/2"

to 2" gauge in foundation and plinth ( 1:6:12) 178 Cft %Cft Rs

22 Brick on edge flooring laid in (1:6) c/s mortar

over a bed of 3/4" thick cement mortar 1:6

complete238 Sft %Sft Rs

23 Pucca brick work for door step in 1:5

25 Cft %Cft Rs

24 Providing and fixing G.I pipe raling as per

standard drawing (P.Rft 3 rows of pipe33 Rft P.Rft Rs

1 PUMPING MACHINERY

Providing and installing 1.00 cusec discharge

sullage centifugal pump with 25 BHP Disel

Engine i/c suction and delivery pipe and tool

kit etc complete in all respect.

1 Set P.Set Rs

Note:-

Alloted work will have to be started by

the lowest bidder within 15-days issuance of

work order from this office Failing which the

work order will be rescinded automatically

and earnest money forfeited.

Contractor Signature:--------------------------------

With full postal Address:---------------------------

-------------------------------------------------------------- Executive Engineer

PHE Division D.G.Khan

Name of Contrector



Time Limit 6 Months

Sr


Contractor

Rate

1 2 4 6







all respects

2498 Cft %0Cft Rs






all respects 1384 Cft %Cft Rs


Complete in all respect 1267 Sft %Sft Rs




washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft Rs







378 Cft P.Cft Rs

Ratio 1:2:4

76.50

Cft P.Cft Rs


cutting bending complete in all respect1392.57 KG %KG Rs

RCC CULVERTS 4' SPAN 5 No.


CHABRI ZAREEN TEHSIL AND DISTRICT D.G.KHAN

Quantity

3






all respects

2265 Cft %0Cft Rs



1:6:12 complete534.40 Cft %Cft Rs



all respects1304 Cft %Cft Rs






washing of stone aggregate) Ratio 1:2:4

11.25 Cft %Cft Rs






complete in all respects (with Shutring) Ratio

1:1.5:3

360 Cft P.Cft Rs

Ratio 1:2:470

Cft P.Cft Rs


cutting bending complete in all respect 1317.50 KG %KG Rs

2 SUFACE DRAIN











(15m) lead

364 Cft %0Cft @Rs.




cement sand martor ratio (1:5)459 Cft %Cft @Rs.





ratio(1:5)

825 Sft %Sft @Rs.








Type - I

350 Rft P.Rft @Rs.


















69.90 Cft P.Cft @Rs.



(grade 40) 214.19 Kg %Kg @Rs.

3 Brick Pvement






item of work is more than 1000.Ft:(300m)

a).upto1/4 mile (400m) Dressing and levelling

of earhtwork to designed section,

etc.Compaction of earthwork (soft, ordinary or

hard soil) c) Ramming earthwork (all types of

soil lead upto 1 mile)

31016 Cft %0Cft Rs





cushion.

18873 Cft %Cft Rs

4 Sullage Carrier









respect.

1830 Cft %0Cft Rs


to 2" guage in foundation and plinth. (1:6:12) 778 Cft %Cft Rs


foundation and plinth.(1:5)1922 Cft %Cft Rs





183 Cft %Cft Rs



Note:-










Name of Contrector



Time Limit 6 Months

Sr


Contractor

Rate

1 2 4 6







all respects.

555 Cft %0Cft Rs



1:6:12 complete.

153.75 Cft %Cft Rs



all respects.

307.50 Cft %Cft Rs


Complete in all respect281.50 Sft %Sft Rs





3.38 Cft %Cft Rs





situ type C for Slab etc nominal mix

1:1.5:3complete in all respects (with Shutring)

84 Cft P.Cft Rs



cutting bending complete in all respect.309.46 KG %KG Rs

2 SUFACE DRAIN











(15m) lead

1529 Cft %0Cft @Rs.


CHAK RAMAN, TEHSIL AND DISTRICT D.G.KHAN

Quantity

3









ratio(1:5)

3938 Sft %Sft @Rs.








Type - I

2625 Rft P.Rft @Rs.

















70 Cft P.Cft @Rs.



(grade 40)214 Kg %Kg @Rs.

3 Brick Pvement








58151 Cft %0Cft Rs





cushion.

36018 Cft %Cft Rs

4 Sullage Carrier









respect.

1250 Cft %0Cft Rs









125 Cft %Cft Rs


height:-2875 Sft %Sft Rs

Note:-










Name of Contrector



Time Limit 9 Months

Sr


Contractor

Rate

1 2 4 6

1 RCC CULVERTS 2' SPAN 26 Nos.






all respects.

7215 Cft %0Cft Rs



1:6:12 complete.

1999 Cft %Cft Rs



all respects.

3998 Cft %Cft Rs


Complete in all respect. 3660 Sft %Sft Rs





44 Cft %Cft Rs







1092 Cft P.Cft Rs

Ratio 1:2:4221 Cft P.Cft Rs


cutting bending complete in all respect. 4023 KG %KG Rs

2 SUFACE DRAIN


SHERO DASTI TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

of 134











(15m) lead.

1694 Cft %0Cft @Rs.


to 2" gauge in foundation and plinth (1:6:12). 981 Cft %Cft @Rs.







ratio(1:5)

4173 Sft %Sft @Rs.








Type - I

2450 Rft P.Rft @Rs.



















of 134



(grade 40)57.11 Kg %Kg @Rs.

3 Brick Pvement








42484 Cft %0Cft Rs





cushion.

25818 Cft %Cft Rs

4 Sullage Carrier









respect.

100 Cft %0Cft Rs









10 Cft %Cft Rs



Note:-










of 134

Name of Contrector



Time Limit 9 Months

Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

5173 Cft %0Cft @Rs.









ratio(1:5)

13320 Sft %Sft @Rs.








Type - I

8820 Rft P.Rft @Rs.


SHADAN LUND, TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

















233 Cft P.Cft @Rs.




2 TUFF TILE

1 Filling watering ramming new earth excavated

from out side lead upto 5 miles complete in all

respect 38058 Cft %0Cft Rs










7397 Cft %Cft Rs



3 Brick Pvement








148598 Cft %0Cft Rs





cushion.

33448 Cft %Cft Rs

4 Sullage Carrier









respect.

3250 Cft %0Cft Rs









325 Cft %Cft Rs









140 Cft P.Cft Rs









all respects

1110 Cft %0Cft Rs



1:6:12 complete

308 Cft %Cft Rs



all respects

615 Cft %Cft Rs







6.76 Cft %Cft Rs





situ type C for Slab etc nominal mix

1:1.5:3complete in all respects (with Shutring)168 Cft P.Cft Rs

Ratio 1:2:434 Cft P.Cft Rs


cutting bending complete in all respect.619 KG %KG Rs

Note:-










Name of Contrector



Time Limit 12 Months

Sr


Contractor

Rate

1 2 4 6







all respects

9435 Cft %0Cft Rs



1:6:12 complete

2614 Cft %Cft Rs










57.46 Cft %Cft Rs






complete in all respects (with Shutring)1428 Cft P.Cft Rs

Ratio 1:2:4289

Cft P.Cft Rs









all respects

453 Cft %0Cft Rs


CHABRI BALA TEHSIL AND DISTRICT D.G.KHAN

Quantity

3













2.25 Cft %Cft Rs





situ type C for Slab etc nominal mix 1


1:1.5:3

72 Cft P.Cft Rs




1 SUFACE DRAIN











(15m) lead

316 Cft %0Cft @Rs.


to 2" gauge in foundation and plinth (1:6:12)105 Cft %Cft @Rs.







ratio(1:5)

645 Sft %Sft @Rs.








Type - I

130 Rft P.Rft @Rs.

Type-II 300 Rft P.Rft @Rs.















(grade 40)214.17 Kg %Kg @Rs.

2 Brick Pvement








of earhtwork to designed section,

etc.Compaction of earthwork (soft, ordinary or

hard soil) c) Ramming earthwork (all types of

soil lead upto 1 mile)

69428 Cft %0Cft Rs





cushion.

43245 Cft %Cft Rs

4 Sullage Carrier









respect.

1425 Cft %0Cft Rs


to 2" guage in foundation and plinth. (1:6:12)606 Cft %Cft Rs






aggregate): (f) Ratio 1: 2: 4143 Cft %Cft Rs



Note:-










Name of Contrector



Time Limit 9 Months

Sr


Contractor

Rate

1 2 4 6







all respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs



all respects

154 Cft %Cft Rs







1.69 Cft %Cft Rs







1:1.5:3

42 Cft P.Cft Rs

Ratio 1:2:4 8.50 Cft P.Cft Rs









all respects

453 Cft %0Cft Rs


SHAH SADAR DIN, TEHSIL AND DISTRICT D.G.KHAN

Quantity

3













2.25 Cft %Cft Rs







1:1.5:3

72 Cft P.Cft Rs




1 SUFACE DRAIN











(15m) lead

2943 Cft %0Cft @Rs.









ratio(1:5)

5625 Sft %Sft @Rs.








Type - I

300 Rft P.Rft @Rs.





















(grade 40)214.17 Kg %Kg @Rs.

3 Brick Pvement








28262 Cft %0Cft Rs





cushion.

16986 Cft %Cft Rs

4 Sullage Carrier









respect.

500 Cft %0Cft Rs









50 Cft %Cft Rs



Note:-










Name of Contrector




Sr


Contractor

Rate

1 2 4 6







all respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs



all respects

154 Cft %Cft Rs







1.69 Cft %Cft Rs







1:1.5:3

42 Cft P.Cft Rs










all respects

453 Cft %0Cft Rs


BAHADUR GRAH TEHSIL AND DISTRICT D.G.KHAN

Quantity

3













2.25 Cft %Cft Rs







1:1.5:3

72 Cft P.Cft Rs




2 SUFACE DRAIN











(15m) lead

1293 Cft %0Cft @Rs.









ratio(1:5)

2820 Sft %Sft @Rs.








Type - I

980 Rft P.Rft @Rs.

Type - II 900 Rft P.Rft @Rs.




















(grade 40) 214.17 Kg %Kg @Rs.

3 Brick Pvement






48312 Cft %0Cft Rs





cushion.

27785 Cft %Cft Rs

4 Sullage Carrier









respect

500 Cft %0Cft Rs









50 Cft %Cft Rs



Note:-










Name of Contrector




Sr


Contractor

Rate

1 2 4 6

U/C KOT MUBARAK1 RCC CULVERTS 2' SPAN 9 No.






all respects

2498 Cft %0Cft Rs



1:6:12 complete

692 Cft %Cft Rs



all respects

1384 Cft %Cft Rs







15.21 Cft %Cft Rs







1:1.5:3378 Cft P.Cft Rs

Ratio 1:2:477

Cft P.Cft Rs









all respects

1359 Cft %0Cft Rs


KOT MUBARAK, SHERO SATAI AND YAROO, TEHSIL AND DISTRICT D.G.KHAN

Quantity

3













6.75 Cft %Cft Rs







1:1.5:3 216 Cft P.Cft Rs

Ratio 1:2:442

Cft P.Cft Rs



3 SUFACE DRAIN











(15m) lead

768 Cft %0Cft @Rs.









ratio(1:5)

1665 Sft %Sft @Rs.








Type - I

560 Rft P.Rft @Rs.





















(grade 40) 214.17 Kg %Kg @Rs.

4 Brick Pvement






24497 Cft %0Cft Rs





cushion.

14718 Cft %Cft Rs

5 Sullage Carrier









respect

1825 Cft %0Cft Rs









183 Cft %Cft Rs



U/C SHERO SATAI1 RCC CULVERTS 2' SPAN 9 No.






all respects

2498 Cft %0Cft Rs



1:6:12 complete

692 Cft %Cft Rs



all respects

1384 Cft %Cft Rs







15.21 Cft %Cft Rs







1:1.5:3

378 Cft P.Cft Rs










all respects

453 Cft %0Cft Rs













2.25 Cft %Cft Rs







1:1.5:372 Cft P.Cft Rs

Ratio 1:2:414

Cft P.Cft Rs



3 SUFACE DRAIN











(15m) lead

308 Cft %0Cft @Rs.









ratio(1:5)

720 Sft %Sft @Rs.








Type - I

350 Rft P.Rft @Rs.


















9.32 Cft P.Cft @Rs.



(grade 40) 28.56 Kg %Kg @Rs.

2 Brick Pvement






13167 Cft %0Cft Rs





cushion.

7808 Cft %Cft Rs

4 Sullage Carrier









respect

2690 Cft %0Cft Rs









269 Cft %Cft Rs



U/C YAROO1 RCC CULVERTS 2' SPAN 1 No.






all respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs



all respects

154 Cft %Cft Rs







1.69 Cft %Cft Rs







1:1.5:3 42 Cft P.Cft Rs

Ratio 1:2:48.50

Cft P.Cft Rs









all respects

453 Cft %0Cft Rs













2.25 Cft %Cft Rs







1:1.5:3

72 Cft P.Cft Rs




3 SUFACE DRAIN











(15m) lead

144 Cft %0Cft @Rs.









ratio(1:5)

315 Sft %Sft @Rs.








Type - I

110 Rft P.Rft @Rs.


















9.32 Cft P.Cft @Rs.



(grade 40) 28.56 Kg %Kg @Rs.

2 Brick Pvement






38443 Cft %0Cft Rs





cushion.

23448 Cft %Cft Rs

4 Sullage Carrier









respect

500 Cft %0Cft Rs









50 Cft %Cft Rs



Note:-










Name of Contrector



Time Limit 9 Months

Sr


Contractor

Rate

1 2 4 6

U/C SHERO MARHTA1 RCC CULVERTS 2' SPAN 2 No.






all respects

555 Cft %0Cft Rs



1:6:12 complete

154 Cft %Cft Rs



all respects

308 Cft %Cft Rs







3.38 Cft %Cft Rs







1:1.5:3 84 Cft P.Cft Rs

Ratio 1:2:417

Cft P.Cft Rs









all respects

906 Cft %0Cft Rs


SHERO MARHATA AND U/C DAHO TEHSIL AND DISTRICT D.G.KHAN

Quantity

3













4.50 Cft %Cft Rs







1:1.5:3144 Cft P.Cft Rs

Ratio 1:2:428

Cft P.Cft Rs



3 SUFACE DRAIN











(15m) lead

558 Cft %0Cft @Rs.









ratio(1:5)

1125 Sft %Sft @Rs.








Type - I

200 Rft P.Rft @Rs.





















(grade 40) 71.39 Kg %Kg @Rs.

2 Brick Pvement






24617 Cft %0Cft Rs





cushion.

15084 Cft %Cft Rs

4 Sullage Carrier









respect

3000 Cft %0Cft Rs









300 Cft %Cft Rs



U/C DAHO1 RCC CULVERTS 2' SPAN 1 No.






all respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs



all respects

154 Cft %Cft Rs







1.69 Cft %Cft Rs







1:1.5:3

42 Cft P.Cft Rs




3 SUFACE DRAIN











(15m) lead

139 Cft %0Cft @Rs.









ratio(1:5)

300 Sft %Sft @Rs.








Type - I

100 Rft P.Rft @Rs.


















9.32 Cft P.Cft @Rs.



(grade 40) 28.56 Kg %Kg @Rs.

2 Brick Pvement






29342 Cft %0Cft Rs





cushion.

5132 Cft %Cft Rs

4 Sullage Carrier









respect

500 Cft %0Cft Rs









50 Cft %Cft Rs



Note:-










Name of Contrector



Time Limit 9 Months

Sr


Contractor

Rate

1 2 4 6

U/C RANJHA1 RCC CULVERTS 2' SPAN 9 No.






all respects

2498 Cft %0Cft Rs



1:6:12 complete

692 Cft %Cft Rs



all respects

1384 Cft %Cft Rs







15.21 Cft %Cft Rs







1:1.5:3 378 Cft P.Cft Rs

Ratio 1:2:477

Cft P.Cft Rs




RANJHA AND PAKI TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

3 SUFACE DRAIN




streets, lanes, including under pinning of walls

and shoring to protect existing works,

shuttering and tmbering the trenches, dressed

to designed level and dimensions, trimming,

removal of surface water from trenches, back

filling and surplus excavated material

disposed of and dressed within 50ft (15m)

lead

982 Cft %0Cft @Rs.








All joints to be filled and struck flush ratio(1:5)

2528 Sft %Sft @Rs.








Type - I

1685 Rft P.Rft @Rs.




















(grade 40)214.17 Kg %Kg @Rs.

3 Brick Pvement






16868 Cft %0Cft @Rs.

2 Providing laying dry brick pavement / Soling in

streets or roads etc; sand grouted laid in



cushion.

10702 Cft %Cft @Rs.

4 Sullage Carrier









respect

1280 Cft %0Cft @Rs.


to 2" guage in foundation and plinth. (1:6:12) 544 Cft %Cft @Rs.


foundation and plinth.(1:5)1344 Cft %Cft @Rs.





128 Cft %Cft @Rs.


height:-2944 Sft %Sft @Rs.

U/C PAKI1 RCC CULVERTS 2' SPAN 4 No.






all respects

1110 Cft %0Cft @Rs.



1:6:12 complete

308 Cft %Cft @Rs.



all respects

615 Cft %Cft @Rs.


Complete in all respect563 Sft %Sft @Rs.





6.76 Cft %Cft @Rs.







1:1.5:3 168 Cft P.Cft

@Rs.

Ratio 1:2:434

Cft P.Cft@Rs.


cutting bending complete in all respect 619 KG %KG @Rs.







all respects

453 Cft %0Cft @Rs.



1:6:12 complete107 Cft %Cft @Rs.



all respects261 Cft %Cft @Rs.


Complete in all respect 205 Sft %Sft @Rs.





2.25 Cft %Cft @Rs.







1:1.5:372 Cft P.Cft

@Rs.

Ratio 1:2:414

Cft P.Cft@Rs.



3 SUFACE DRAIN











lead

518 Cft %0Cft @Rs.









1050 Sft %Sft @Rs.








Type - I

200 Rft P.Rft @Rs.





















(grade 40) 214.17 Kg %Kg @Rs.

3 Brick Pvement






21907 Cft %0Cft Rs





cushion.

13686 Cft %Cft Rs

4 Sullage Carrier









respect

540 Cft %0Cft @Rs.









54 Cft %Cft @Rs.


height:- 1242 Sft %Sft @Rs.

Note:-




work order will be rescinded automatically and

earnest money forfeited.





Name of Contrector




Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

1657 Cft %0Cft @Rs.









ratio(1:5)

4268 Sft %Sft @Rs.








Type - I

2845 Rft P.Rft @Rs.


MAMOORI TEHSIL AND DISTRICT D.G.KHAN

Quantity

3




















(grade 40)321.26 Kg %Kg @Rs.

2 Brick Pvement






123050 Cft %0Cft Rs





cushion.

52050 Cft %Cft Rs







all respects

2775 Cft %0Cft @Rs.



1:6:12 complete

769 Cft %Cft @Rs.



all respects

1538 Cft %Cft @Rs.







16.90 Cft %Cft @Rs.







1:1.5:3 420 Cft P.Cft

@Rs.

Ratio 1:2:485

Cft P.Cft@Rs.



Note:-










Name of Contrector




Sr


Contractor

Rate

1 2 4 6







all respects

1943 Cft %0Cft Rs



1:6:12 complete

538 Cft %Cft Rs



all respects

1076 Cft %Cft Rs







11.83 Cft %Cft Rs







1:1.5:3

294 Cft P.Cft Rs










all respects

1812 Cft %0Cft Rs


LADON TEHSIL AND DISTRICT D.G.KHAN

Quantity

3













9 Cft %Cft Rs







1:1.5:3 288 Cft P.Cft Rs

Ratio 1:2:456

Cft P.Cft Rs



3 SUFACE DRAIN











(15m) lead

1790 Cft %0Cft @Rs.









ratio(1:5)

4410 Sft %Sft @Rs.








Type - I

2590 Rft P.Rft @Rs.





















(grade 40) 214.17 Kg %Kg @Rs.

4 Brick Pvement






47120 Cft %0Cft Rs





cushion.

28248 Cft %Cft Rs

5 Sullage Carrier









respect

1680 Cft %0Cft Rs









168 Cft %Cft Rs



Note:-










Name of Contrector



Time Limit 4 Months

Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

277 Cft %0Cft @Rs.









ratio(1:5)

713 Sft %Sft @Rs.








Type - I

475 Rft P.Rft @Rs.


SABRA NACHA TEHSIL AND DISTRICT D.G.KHAN

Quantity

3




















(grade 40) 321.26 Kg %Kg @Rs.

2 Brick Pvement






60000 Cft %0Cft Rs





cushion.

14420 Cft %Cft Rs







all respects

1665 Cft %0Cft Rs



1:6:12 complete

461 Cft %Cft Rs



all respects

923 Cft %Cft Rs







10.14 Cft %Cft Rs







1:1.5:3 252 Cft P.Cft Rs










all respects

4910 Cft %0Cft Rs











148 Cft %Cft Rs









1:1.5:3

536 Cft P.Cft Rs



5 TUFF TILE










1687 Cft %Cft Rs



Note:-










Name of Contrector




Sr


Contractor

Rate

1 2 4 6







all respects

555 Cft %0Cft Rs



1:6:12 complete

154 Cft %Cft Rs



all respects

308 Cft %Cft Rs







3.38 Cft %Cft Rs







1:1.5:3 84 Cft P.Cft Rs




2 SUFACE DRAIN


GADAI GHARBI TEHSIL AND DISTRICT D.G.KHAN

Quantity

3











(15m) lead

1113 Cft %0Cft @Rs.









ratio(1:5)

2865 Sft %Sft @Rs.








Type - I

1910 Rft P.Rft @Rs.




















(grade 40)214.17 Kg %Kg @Rs.

3 Brick Pvement






74326 Cft %0Cft Rs





cushion.

34100 Cft %Cft Rs

Note:-










16 Name of Contrector



Time Limit 6 Months

Sr


Contractor

Rate

1 2 4 6







all respects

1110 Cft %0Cft Rs



1:6:12 complete

308 Cft %Cft Rs



all respects

615 Cft %Cft Rs







6.76 Cft %Cft Rs







1:1.5:3 168 Cft P.Cft Rs

Ratio 1:2:434

Cft P.Cft Rs



D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS

BASTI ALYANI U/C WADOOR TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

2 SUFACE DRAIN











(15m) lead

1264 Cft %0Cft @Rs.









ratio(1:5)

3255 Sft %Sft @Rs.








Type - I

2170 Rft P.Rft @Rs.




















(grade 40) 214.17 Kg %Kg @Rs.

3 Brick Pvement






26466 Cft %0Cft Rs





cushion.

16416 Cft %Cft Rs

4 Sullage Carrier









respect

1400 Cft %0Cft Rs









140 Cft %Cft Rs



5 TUFF TILE










2124 Cft %Cft Rs



Note:-














Sr


Contractor

Rate

1 2 4 6





watering and remaining lead upto on chan and

lift 5ft, lead an ordinary soil, complete in all

respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs


ration (1:4) cement sand mortor complete in all

respects

154 Cft %Cft Rs







1.69 Cft %Cft Rs



structural members laid in situ or precast laid in

posisition or prestressed members cast in situ

type C for Slab etc nominal mix 1 complete in

all respects (with Shutring) Ratio 1:1.5:3

42 Cft P.Cft Rs


7 Fabrication of mild steel deformed bars cutting

bending complete in all respect 154.73 KG %KG Rs







respects

2455 Cft %0Cft Rs


KOT HAIBAT TEHSIL AND DISTRICT D.G.KHAN

Quantity

3





ration (1:4) cement sand mortor complete in all

respects1485 Cft %Cft Rs





74 Cft %Cft Rs


bending complete in all respect 1074 KG %KG Rs







268 Cft P.Cft Rs



3 SUFACE DRAIN









filling and surplus excavated material disposed

of and dressed within 50ft (15m) lead

297 Cft %0Cft @Rs.







of drains,and on other work where required. All

joints to be filled and struck flush ratio(1:5)638 Sft %Sft @Rs.



concrete bedding ratio (1:6:12) complete laid to

lines,grades,slopes,and shapes,rendering




Type - I

200 Rft P.Rft @Rs.

Type- II

225 Rft P.Rft @Rs.










ii. Reinforced Cement Concrete in slab or rafts

/ strip foundation, base slab of column and

retaining walls, etc and other structural

members other than those mentioned in 5(a) (i)

above not requiring form work (i.e horizontal

shuttering) complete in all respects


9.32 Cft P.Cft @Rs.



(grade 40) 28.56 Kg %Kg @Rs.

4 Brick Pvement



Ordinary soil including Transportation of earth

all types when the total distance,including the

lead covered in the item of work is more than

54488 Cft %0Cft Rs





cushion.

32485 Cft %Cft Rs

5 Sullage Carrier









respect

750 Cft %0Cft Rs









75 Cft %Cft Rs



Note:-





earnest money forfeited. Contractor Signature:--------------------------------








Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

955 Cft %0Cft @Rs.









ratio(1:5)

2460 Sft %Sft @Rs.








Type - I

1640 Rft P.Rft @Rs.


KHAKHI TEHSIL AND DISTRICT D.G.KHAN

Quantity

3




















(grade 40) 149.92 Kg %Kg @Rs.

2 Brick Pvement






110552 Cft %0Cft Rs





cushion.

44000 Cft %Cft Rs







all respects

2498 Cft %0Cft Rs



















378 Cft P.Cft Rs

Ratio 1:2:4

76.50

Cft P.Cft Rs



4 Sullage Carrier









respect

5000 Cft %0Cft Rs









500 Cft %Cft Rs









all respects

4910 Cft %0Cft Rs











148 Cft %Cft Rs









1:1.5:3536 Cft P.Cft Rs



Note:-














Sr


Contractor

Rate

1 2 4 6

2 Brick Pvement

1 Earthwork excavation underessed lead upto

a single throw of Kassi, phaorah or shovel:-




169130 Cft %0Cft Rs





cushion.

53900 Cft %Cft Rs

4 Sullage Carrier









respect

1000 Cft %0Cft Rs









100 Cft %Cft Rs



Note:-











GADAI SHARQI TEHSIL AND DISTRICT D.G.KHAN

Quantity

3





Sr


Contractor

Rate

1 2 4 6







all respects

6938 Cft %0Cft Rs



1:6:12 complete

1922 Cft %Cft Rs



all respects

3844 Cft %Cft Rs







42.25 Cft %Cft Rs







1:1.5:31050 Cft P.Cft Rs

Ratio 1:2:4213

Cft P.Cft Rs




PAIGAH CHAK NO 3 TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

2 SUFACE DRAIN











(15m) lead

5471 Cft %0Cft @Rs.









ratio(1:5)

14090 Sft %Sft @Rs.








Type - I

9393 Rft P.Rft @Rs.




















(grade 40) 214.17 Kg %Kg @Rs.

3 Brick Pvement






170050 Cft %0Cft Rs





cushion.

57390 Cft %Cft Rs

4 Sullage Carrier









respect

4875 Cft %0Cft Rs









488 Cft %Cft Rs



5 TUFF TILE










2500 Cft %Cft Rs




1

Excavation of well in dry upto 20' below


chain in ord soil Rs

(0' to 5' depth) 2455 Cft %0CftRs

(5' to 10' depth) 2455 Cft %0Cft



plinth (1:6:12) 491 Cft %Cft

Rs

3Pacca brick work other than bulding in


(0' to 10' hight) 828 Cft %Cft Rs

(10' to 20' hight) 1159 Cft %Cft


masonry 1987 Cft %CftRs


respect 254 Cft %CftRs



bitumin sheet etc

776 Sft

%Sft

Rs


, lintels etc copmlete 229 Cft P.Cft

Rs

8

Fabrication of mild steel reinforcement for



(upto to 20' hight) 1147 Sft %Sft Rs

9

Cement pointing struck joints in (1:2) c/s220 Sft

%SftRs

10 Single layer of tiles 9" x 4 1/2" x 1 1/2" (225 x

113 x 40 mm) laid over 4" (100mm) earth

and 1" (25mm) mud plaster without bhoosa,

grouted with cement sand 1:3 on top of RCC

roof bitumen coating sand blind.

628 Sft

%Sft

Rs

11

Khassi parnalas in cement, sand mortair


smooth with a floating coat of neat cement.10 Rft P.Rft Rs

12 khuras on roof 2'x2'x6" (600x600x150 mm)1 No

EachRs

13

Bottom khuras of brick masonry in cement

mortar 1:6, 4'x2'x41/2" (1200x600x113mm)




'2"x2"x3/8" (50x50x10 mm) and 3/4" (20 mm)



35 Sft P.Sft Rs



for frame '11/2"x1"x 5/8" x1/8" (40x25x16x3


48 Sft

P.Sft

Rs






16 Sft P.Sft Rs

19

Preparing surface and painting of door and

windows of any type 3 coats. 102 Sft %Sft Rs

20 White washing three coats on new surface.1052 Sft

%SftRs


to 2" gauge in foundation and plinth ( 1:6:12)178 Cft

%CftRs

22

Brick on edge flooring laid in (1:6) c/s mortar


complete238 Sft

%Sft

Rs

23 Pucca brick work for door step in 1:525 Cft

%CftRs


standard drawing (P.Rft 3 rows of pipe 33 RftP.Rft

Rs

1 PUMPING MACHINERY





1 Set P.Set Rs

Note:-













Time Limit 9 Months

Sr


Contractor

Rate

1 2 4 6







all respects

3330 Cft %0Cft @Rs.



1:6:12 complete

923 Cft %Cft @Rs.



all respects

1845 Cft %Cft @Rs.







20.28 Cft %Cft @Rs.







1:1.5:3504 Cft P.Cft

@Rs.

Ratio 1:2:4102

Cft P.Cft@Rs.




PAIGAH CHAK NO 2 TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

2 SUFACE DRAIN











(15m) lead

688 Cft %0Cft @Rs.









ratio(1:5)

1772 Sft %Sft @Rs.








Type - I

1181 Rft P.Rft @Rs.

















69.9 Cft P.Cft @Rs.



(grade 40) 214.17 Kg %Kg @Rs.

3 Brick Pvement











cushion.

16250 Cft %Cft @Rs.

3 TUFF TILE










2203 Cft %Cft @Rs.


with 7000 psi ) 8811 Sft P.sft @Rs.

Note:-













Time Limit 6 Months

Sr


Contractor

Rate

1 2 4 6







all respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs



all respects

154 Cft %Cft Rs







1.69 Cft %Cft Rs







1:1.5:3

42 Cft P.Cft Rs




2 SUFACE DRAIN


WADOOR TEHSIL AND DISTRICT D.G.KHAN

Quantity

3











(15m) lead

2700 Cft %0Cft @Rs.









ratio(1:5)

6953 Sft %Sft @Rs.








Type - I

4635 Rft P.Rft @Rs.

















69.9 Cft P.Cft @Rs.



(grade 40) 214.17 Kg %Kg @Rs.

3 Brick Pvement






70120 Cft %0Cft Rs





cushion.

44004 Cft %Cft Rs

4 Sullage Carrier









respect

5125 Cft %0Cft Rs









513 Cft %Cft Rs



Note:-














Sr


Contractor

Rate

1 2 4 6







respects

12210 Cft %0Cft Rs


to 2" gauge in foundation and plinth ratio 1:6:12

complete

3383 Cft %Cft Rs

3 Pacca Brick work in foundation and plinth ration

(1:4) cement sand mortor complete in all

respects

6765 Cft %Cft Rs







74.36 Cft %Cft Rs







1848 Cft P.Cft Rs

Ratio 1:2:4374

Cft P.Cft Rs




DAGAR CHITT TEHSIL AND DISTRICT D.G.KHAN

Quantity

3

2 SUFACE DRAIN









filling and surplus excavated material disposed

of and dressed within 50ft (15m) lead

590 Cft %0Cft @Rs.







of drains,and on other work where required. All

joints to be filled and struck flush ratio(1:5)

1520 Sft %Sft @Rs.








Type - I

1013 Rft P.Rft @Rs.










ii. Reinforced Cement Concrete in slab or rafts

/ strip foundation, base slab of column and






69.9 Cft P.Cft @Rs.



(grade 40) 214.17 Kg %Kg @Rs.

3 Brick Pvement






121990 Cft %0Cft Rs


streets or roads etc; sand grouted laid in proper

camber i/c preparation, watering, compacting

of bed to proper camber & sand cushion.

55950 Cft %Cft Rs

4 Sullage Carrier









respect

1600 Cft %0Cft Rs









160 Cft %Cft Rs



Note:-












Time Limit 4 Months

Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN





and shoring to protect existing works, shuttering

and tmbering the trenches, dressed to designed

level and dimensions, trimming, removal of

surface water from trenches, back filling and

surplus excavated material disposed of and

dressed within 50ft (15m) lead

1072 Cft %0Cft @Rs.

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

2" gauge in foundation and plinth (1:6:12) 690 Cft %Cft @Rs.




reinbursement,in cemet sand mortar,on sides of

drains,and on other work where required. All

joints to be filled and struck flush ratio(1:5)

2760 Sft %Sft @Rs.








Type - I 1840 Rft P.Rft @Rs.


TIBBI KHARIK U/C HAJI GHAZI GHARBI AND BASTI KHOSA

TEHSIL AND DISTRICT D.G.KHAN

Quantity

3




washed aggregate in required shape and design

including forms moulds, shuttering, lifting

compacting, curing, rendring and finishing

exposed surface complete (but excluding the

cost of steel reinforcement its fabrication and

placing in position etc)

ii. Reinforced Cement Concrete in slab or rafts /

strip foundation, base slab of column and









(grade 40)321.26 Kg %Kg @Rs.

2 Brick Pvement






113989 Cft %0Cft Rs



camber i/c preparation, watering, compacting of

bed to proper camber & sand cushion.

42000 Cft %Cft Rs







respects

3330 Cft %0Cft Rs


2" gauge in foundation and plinth ratio 1:6:12

complete

923 Cft %Cft Rs



respects

1845 Cft %Cft Rs



5 Providing laying cement concrete plain inculding

placing ,compacting, finshing and curing

complete (inculding screening and washing of

stone aggregate) Ratio 1:2:4

20 Cft %Cft Rs





type C for Slab etc nominal mix 1 complete in all

respects (with Shutring) Ratio 1:1.5:3

504 Cft P.Cft Rs










respects

2455 Cft %0Cft Rs


2" gauge in foundation and plinth ratio 1:6:12

complete731 Cft %Cft Rs



respects1485 Cft %Cft Rs


placing ,compacting, finshing and curing

complete (inculding screening and washing of

stone aggregate) Ratio 1:2:4

74 Cft %Cft Rs







type C for Slab etc nominal mix 1 complete in all

respects (with Shutring) Ratio 1:1.5:3

268 Cft P.Cft Rs



Note:-

Alloted work will have to be started by the

lowest bidder within 15-days issuance of work

order from this office Failing which the work

order will be rescinded automatically and





Name of Contrector




Sr


Contractor

Rate

1 2 4 6

1 RCC SEWER

1 Dismentling of cement concrete (1:2:4) 2372 Cft %Cft @Rs.

2Dismentlling and removing road metalling. 5593 Cft %Cft @Rs.

3Dismentling of cement concrete with brick

aggregate.

616 Cft %Cft @Rs.

4

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) depth110364 Cft %0Cft @Rs.

i) 7.01 ft. to 15.0 ft. (2.10 to 4.5m) depth145 Cft %0Cft @Rs.

5

Earthwork excavation of trenches in open cutting

for sewers The rate does not include back filling

and manhole chambers, etc. below sub-soil water

level to correct section and dimensions according

to templates and 13.5 separately.levels, including

shoring, timbering and shuttering of M.S.sheets

on both sides of the trenches:

i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL.12547 Cft %0Cft @Rs.

6

Lowering of sub-soil water table, by installation of

tubewells along sewer line and pumping out

water, for excavation in open cutting below sub-

soil water level, concreting, curing laying and

jointing pipes, filling haunches, etc. till the

completion of sewer line, including disposal of

pumped out water:-

1) 0-4 ft. (0 to 900mm) below SSWL 900 Rft P.Rft @Rs.

7Provision of Left over Wooden shuttring in trenche

of sewers.380 Rft P.Rft @Rs.

D.N.I.T FOR CONSTRUCTION OF NALI /DRAINAGE TUFF TILE CHOTI CITY AND

COLONIES TEHSIL KOT CHUTTA DISTRICT D.G.KHAN

Quantity

3

8 RCC Cradle 900 Rft.

1Providing and Laying cursh stone 1/4" to 1" size

laid under bed of sewer and around the sewer 4768 Cft P.Cft @Rs.

2 Reinforced cement concrete in roof slab, beams,

columns lintels, girders and other structural

members laid in situ or precast laid in posisition or

prestressed members cast in situ type C for Slab

etc nominal mix 1 complete in all respects.Ratio

1:2:4

1670 Cft P.Cft @Rs.

(with Shutring) Ratio 1:1.5:354.75 Cft P.Cft @Rs.

3

Precast reinforced cement concrete and

presstressed reinforced cement concrete in culm

beams, lintels, stear casecs, shelves etc.1:2:4

808 Cft P.Cft @Rs.


bending complete in all respect 9600 KG %KG @Rs.


placing ,compacting, finshing and curing complete

(inculding screening and washing of stone

aggregate) Ratio 1:2:4

1302 Cft %Cft @Rs.

6Providing and fixing gute wrapping dipped in

cement slurry . 113 Job P.Job @Rs.

9Supplying and Filling Sand under and around

sewer of 12" i/d in trenches 5268 Cft %Cft @Rs.

10Providing and Laying cursh stone 1/4" to 1" size

laid under bed of sewer and around the sewer 6262 Cft P.Cft @Rs.

11

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

i) 310 mm (12") i/d2168 Rft P.Rft @Rs.

ii) 387 mm (15":) i/d2070 Rft P.Rft @Rs.

iii) 465 mm (18") i/d 900 Rft P.Rft @Rs.

12Rehandling of earthwork a) Lead upto a single

throw of Kassi, phaorah or shovel: 98329 Cft %0Cft @Rs.

13

Restoration of metalled road, on laid service line,

including 13.1

compaction Black Topped Road with two coats of

surfacing & 10" (250 mm) depth of stone metal,

for sub base & base.

6739 Sft %Sft @Rs.

14Construction of masonry manhole chamber 55

Nos. @Rs.

1







@Rs.


ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth 529.00 Cft %0Cft @Rs.

3

Cement concrete brick or stone ballast 1½ " to 2"

(40 mm to 50 mm) gauge, in foundation and

plinth:-(b) Ratio 1: 4: 81020 Cft %Cft @Rs.

4 Pacca brick work other than building up to 10ft. (3

m) height.i) cement, sand mortar:- Ratio 1:33374 Cft %Cft @Rs.

5 Extra for pacca brick work in staining of wells or

any other circular masonry.3374 Cft %Cft @Rs.

6

Cement concrete plain including

placing,compacting, finishing and curing

compacting, finishing and curing washing of stone


825 Cft %Cft @Rs.

7Cement plaster 1:2 up to 20' (6.00 m) height:-c)

¾" (20 mm) thick 5515 Sft %Sft @Rs.

8

Extra for making and finishing benching floor work

imanhole chamber, with 1/8" (3 mm) thick cement

finish715 Sft %Sft @Rs.

9

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.

220 No Each @Rs.

10

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 mound as per

Standard Drawing STD/PD No. 6, of 1977,

complete in all respect

55 No Each @Rs.

@Rs.

1:-Earth work excavation in open cutting for sewer

and manholes i/c shuttering &'timbering in all

types of soil except shingle gravel and rock .

@Rs.

(I)0' to 7' Depth 2020 Cft %0Cft @Rs.

2 Earthwork excavation of trenches in open cutting

for sewers and manhole chambers, etc. below sub-

soil water level to correct section and dimensions

according to templates and levels, including

shoring, timbering and shuttering of M.S. sheets

on both sides

@Rs.

(i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL. 1660 Cft %0Cft @Rs.

CONSTURACTION CIRCULAR MAN HOLE

CHAMBER BELOW S.S.W.L 10 Nos.

(i) 4.0 ft. to 8.0 ft. (1.20 to 2.40 m) depth below

SSWL. 360 Cft %0Cft @Rs.

3 Providing and laying dry crush stone Bajri 1/4" to

1" size laid under bed of sewer. 710 Cft P.Cft @Rs.

4 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 fi(a) (1) Reinforced

cement concrete: in slab, of raft / strip foundation

, base slab of column and retaiining walls etc and

otehr other structural members other than those

mentioned in 6 (a)(i) above not requiring form

work (i.e horizontal shuttering )

800 Cft P.Cft @Rs.

5 Fabricatin of mild steel reinforcement for cement

concrete including cutting ,bending,laying in

position making joints and fastening I/c cost of

steel reinforcement (also including removal of rust

from bars ) deformed bar. (G-40)

2450 Kg %Kg @Rs.

6Pacca brick work in c/s mortar (1:3) other than

building in circular masonry. 2190 Cft %Cft @Rs.

7 Extra for pacca brick work in staining of wells or

any other ciruclar masonry2190 Cft %Cft @Rs.

8 P.C.C. (1:2:4) including placing , compacting

,finishing, & curing complete i/c screening and

washing of stone aggregate.390 Cft %Cft @Rs.

7

1/2" thick cement plaster (1:3) upto 20' height.2180 Sft %Sft @Rs.

8 Extra for making and finishing benching floor work

in manhole chamber with 1/8" thick cement finish. 200 Sft %Sft @Rs.

9 Lowering of sub-soil water table, by installation of

tubewells along sewer line and pumping out

water, for excavation in addition to the item of

excavationopen cutting below sub-soil water level,

concreting, curing laying and jointing pipes, filling

haunc

90 Rft P.Rft @Rs.

10

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.

80 No Each @Rs.

11

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 mound as per

Standard Drawing STD/PD No. 6, of 1977,

complete in all respect.

10 No Each @Rs.

Constructing gully grating chamber, 12"x12",

60 Nos

1








2

Costrrition of gully grating chamber 12"x12"

(300x300 mm) complete in all respect. A):with

C.I.gully trap , weighing 81 lbs pond (36.75 Kg)

fram,e hinged safity type.

60 No Each @Rs.

3






grade, jointing with rubber ring cutting pipes

where necessary, testing, etc., complete


4Rehandling of earthwork:a) Lead upto a single

throw of Kassi, phaorah or shovel 3940 Cft %0Cft @Rs.

1 SUFACE DRAIN

1 Earthwork excavation in open cutting upto 5' - 0"

(1.5m) depth for storm water channels, drains,

sullage drains in open areas, roads, streets,

lanes, including under pinning of walls and shoring

to protect existing works, shuttering and tmbering

the trenches, dressed to designed level and

dimensions, trimming, removal of surface water

from trenches, back filling and surplus excavated


(15m) lead


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

gauge in foundation and plinth (1:6:12)8477 Cft %Cft @Rs.




reinbursement,in cemet sand mortar,on sides of

drains,and on other work where required. All joints

to be filled and struck flush ratio(1:5)

33952 Sft %Sft @Rs.

5 Construction of punjab standard drains of cement

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

ratio (1:6:12) complete laid to





Type - I

22635 Rft P.Rft @Rs.

6 Providing and Laying reinforced cement concrtete

(including prestressed concrete), using coarse


aggregate in required shape and design including

forms moulds, shuttering, lifting compacting,

curing, rendring and finishing exposed surface

complete (but excluding the cost of steel

reinforcement its fabrication and placing in

position etc)



retaining walls, etc and other structural members

other than those mentioned in 5(a) (i) above not

requiring form work (i.e horizontal shuttering)

complete in all respects





(grade 40)

642.52 Kg %Kg @Rs.

2 Brick Pvement @Rs.


single throw of Kassi, phaorah or shovel:-Ordinary

soil including Transportation of earth all types

when the total distance,including the lead covered

in the item of work is more than 1000.Ft:(300m)

a).upto1/4 mile (400m) Dressing and levelling of

earhtwork to designed section, etc.Compaction of

earthwork (soft, ordinary or hard soil) c) Ramming

earthwork (all types of soil lead upto 1 mile)

113884 Cft %0Cft @Rs.





40772 Cft %Cft @Rs.

3 TUFF TILE

1 Providing and laying sub base course of stone

product of approved qulity and grade , inculding

placing ,maxing,spreading and compaction of sub

base material to requerd depth, camber grade to

achive 100% maximum modified AASHO dry

denisty ,inculding carriage of all material to site of

work except gravel and aggregate .(pet run of bed

run gravel(60 km lead)

29442 Cft %Cft @Rs.

2 Proveding and laying TUFF TILE (60mm gray with

7000 psi )117767 Sft P.sft @Rs.

Note:-


lowest bidder within 15-days issuance of work

order from this office Failing which the work order

will be rescinded automatically and earnest money

forfeited. Contractor Signature:--------------------------------








Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











lead

1385 Cft %0Cft @Rs.









3567 Sft %Sft @Rs.








Type - I

2378 Rft P.Rft

@Rs.


















D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS BASTI

FOUJA AND DARKHAST JAMAL JANUBI TEHSIL KOT CHUTTA DISTRICT

D.G.KHAN

Quantity

3



(grade 40)321.26 Kg %Kg @Rs.

2 Brick Pvement











cushion.

30300 Cft %Cft @Rs.







all respects

8325 Cft %0Cft @Rs.



1:6:12 complete 2306 Cft %Cft @Rs.










51 Cft %Cft @Rs.







1:1.5:3 1260 Cft P.Cft

@Rs.

Ratio 1:2:4 255.00 Cft P.Cft @Rs.



4 TUFF TILE


product of approved qulity and grade ,








7960 Cft %Cft @Rs.



5 Sullage Carrier









respect

8875 Cft %0Cft @Rs.









888 Cft %Cft @Rs.



Note:-













Time Limit 4 Months

Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

253 Cft %0Cft @Rs.









ratio(1:5)

653 Sft %Sft @Rs.








Type - I

435 Rft P.Rft @Rs.


BASTI JAM TEHSIL KOT CHUTTA DISTRICT D.G.KHAN

Quantity

3




















(grade 40)321.26 Kg %Kg @Rs.

2 Brick Pvement











cushion.

32150 Cft %Cft @Rs.







all respects

2498 Cft %0Cft @Rs.






all respects 1384 Cft %Cft @Rs.






washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft @Rs.







378 Cft P.Cft @Rs.

Ratio 1:2:4

76.50

Cft P.Cft

@Rs.


cutting bending complete in all respect1392.57 KG %KG @Rs.

Note:-














Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











lead

1704 Cft %0Cft @Rs.









4388 Sft %Sft @Rs.








Type - I

2925 Rft P.Rft

@Rs.



















BASTI MALANA TEHSIL KOT CHUTTA DISTRICT D.G.KHAN

Quantity

3



(grade 40)321.26 Kg %Kg @Rs.

2 Brick Pvement






113300 Cft %0Cft @Rs.





cushion.

53450 Cft %Cft @Rs.







all respects

1110 Cft %0Cft @Rs.



1:6:12 complete 308 Cft %Cft @Rs.










7 Cft %Cft @Rs.







1:1.5:3 168 Cft P.Cft

@Rs.

Ratio 1:2:4 34.00 Cft P.Cft @Rs.



4 TUFF TILE


product of approved qulity and grade ,








8325 Cft %Cft @Rs.



Note:-














Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN



sullage drains in open areas, roads, streets,

lanes, including under pinning of walls and

shoring to protect existing works, shuttering and

tmbering the trenches, dressed to designed level

and dimensions, trimming, removal of surface

water from trenches, back filling and surplus

excavated material disposed of and dressed

within 50ft (15m) lead

699 Cft %0Cft @Rs.









ratio(1:5)

1800 Sft %Sft @Rs.






sand martor 1/4(6mm) thick as per

Engineer's drawing (Excluding excavation)

Type - I

1200 Rft P.Rft @Rs.


(including prestressed concrete), using coarse


aggregate in required shape and design including

forms moulds, shuttering, lifting compacting,

curing, rendring and finishing exposed surface

complete (but excluding the cost of steel

reinforcement its fabrication and placing in

position etc)



retaining walls, etc and other structural members

other than those mentioned in 5(a) (i) above not

requiring form work (i.e horizontal shuttering)

complete in all respects



D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE ON THE MANA

AHMADANI TOWN SHIP+BASTI BUDHAN TEHSIL KOT CHUTTA DISTRICT

D.G.KHAN

Quantity

3



(grade 40) 321.26 Kg %Kg @Rs.

2 Brick Pvement






49500 Cft %0Cft Rs





cushion.

21950 Cft %Cft Rs







all respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs



all respects

154 Cft %Cft Rs







1.69 Cft %Cft Rs







1:1.5:342 Cft P.Cft Rs

Ratio 1:2:49

Cft P.Cft Rs



5 TUFF TILE










1856 Cft %Cft Rs



4 Sullage Carrier









respect

12500 Cft %0Cft Rs









1250 Cft %Cft Rs




1

Excavation of well in dry upto 20' below


chain in ord soil Rs

(0' to 5' depth) 2455 Cft %0CftRs

(5' to 10' depth) 2455 Cft %0Cft



plinth (1:6:12) 491 Cft %CftRs

3Pacca brick work other than bulding in


(0' to 10' hight) 828 Cft %Cft Rs

(10' to 20' hight) 1159 Cft %Cft


masonry 1987 Cft %CftRs


respect 254 Cft %CftRs



bitumin sheet etc

776 Sft

%Sft

Rs


, lintels etc copmlete 229 Cft P.Cft

Rs

8

Fabrication of mild steel reinforcement for



(upto to 20' hight) 1147 Sft%Sft Rs

9

Cement pointing struck joints in (1:2) c/s220 Sft

%SftRs

10 Single layer of tiles 9" x 4 1/2" x 1 1/2" (225 x

113 x 40 mm) laid over 4" (100mm) earth

and 1" (25mm) mud plaster without bhoosa,

grouted with cement sand 1:3 on top of RCC

roof bitumen coating sand blind.

628 Sft

%Sft

Rs

11

Khassi parnalas in cement, sand mortair


smooth with a floating coat of neat cement.10 Rft P.Rft Rs

12 khuras on roof 2'x2'x6" (600x600x150 mm)1 No

EachRs

13

Bottom khuras of brick masonry in cement

mortar 1:6, 4'x2'x41/2" (1200x600x113mm)




'2"x2"x3/8" (50x50x10 mm) and 3/4" (20 mm)



35 Sft P.Sft Rs



for frame '11/2"x1"x 5/8" x1/8" (40x25x16x3


48 Sft

P.Sft

Rs






16 Sft P.Sft Rs

19

Preparing surface and painting of door and

windows of any type 3 coats. 102 Sft %Sft Rs

20 White washing three coats on new surface.1052 Sft

%SftRs


to 2" gauge in foundation and plinth ( 1:6:12)178 Cft

%CftRs

22

Brick on edge flooring laid in (1:6) c/s mortar


complete238 Sft

%Sft

Rs

23 Pucca brick work for door step in 1:525 Cft

%CftRs


standard drawing (P.Rft 3 rows of pipe 33 RftP.Rft

Rs

1 PUMPING MACHINERY





1 Set P.Set Rs

Note:-













Time Limit 6 Months

Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

810 Cft %0Cft @Rs.









ratio(1:5)

2085 Sft %Sft @Rs.








Type - I

1390 Rft P.Rft @Rs.

D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS IN

MOUZA HAZARA AND MOUZA MALKANI KALAN TEHSIL KOT CHUTTA

DISTRICT D.G.KHAN

Quantity

3




















(grade 40) 321.26 Kg %Kg @Rs.

2 Brick Pvement






70220 Cft %0Cft Rs





cushion.

27650 Cft %Cft Rs







all respects

278 Cft %0Cft Rs



1:6:12 complete

77 Cft %Cft Rs



all respects

154 Cft %Cft Rs




inculding placing ,compacting, finshing and 1.69 Cft %Cft Rs







1:1.5:3 42 Cft P.Cft Rs




Note:-









'Contractor Signature:--------------------------------




Time Limit 9 Months

Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

1282 Cft %0Cft @Rs.









ratio(1:5)

3300 Sft %Sft @Rs.








Type - I

2200 Rft P.Rft

@Rs.


















D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS IN

JHOKE UTTRA MOHALLAH LODHI C/O Dr. JAMSHAID LODHI & JALBANI

TEHSIL KOT CHUTTA DISTRICT D.G.KHAN

Quantity

3




2 Brick Pvement











cushion.

31070 Cft %Cft @Rs.







all respects

2498 Cft %0Cft Rs



















378 Cft P.Cft Rs

Ratio 1:2:4

76.50

Cft P.Cft Rs



4 Sullage Carrier









respect

4000 Cft %0Cft @Rs.









400 Cft %Cft @Rs.



5 TUFF TILE










4064 Cft %Cft @Rs.



Note:-














Sr


Contractor

Rate

1 2 4 6

1 RCC SEWER

1 Dismentlling and removing road metalling. 4754 Cft %Cft @Rs.

2



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:-


3Providing and Laying cursh stone 1/4" to 1" size laid

under bed of sewer and around the sewer 3694 Cft P.Cft @Rs.

4






grade, jointing with rubber ring cutting pipes where

necessary, testing, etc., complete


iii) 465 mm (18") i/d 500 Rft P.Rft @Rs.



6

Restoration of metalled road, on laid service line,

including 13.1

compaction Black Topped Road with two coats of

surfacing & 10" (250 mm) depth of stone metal, for

sub base & base.

5728 Sft %Sft @Rs.

D.N.I.T FOR CONSTRUCTION OF NALI SOLING SEWARGE IN JUKHAR IMAM &

SHERO TEHSIL KOT CHUTT DISTRICT D.G.KHAN

Quantity

3

Construction of masonry manhole chamber 22

No.

1 Earthwork excavation in open cutting for sewers






i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 3120 Cft %0Cft @Rs.

ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth710 Cft %0Cft @Rs.

2 Cement concrete brick or stone ballast 1½ " to 2"

(40 mm to 50 mm) gauge, in foundation and plinth:-

(b) Ratio 1: 4: 8484 Cft %Cft @Rs.

3

Pacca brick work other than building up to 10ft. (3

m) height i) cement, sand mortar:- Ratio 1:3 .2824 Cft %Cft @Rs.

4

Extra for pacca brick work in staining of wells or any

other circular masonry.2824 Cft %Cft @Rs.

5

Cement concrete plain including

placing,compacting, finishing and curing

compacting, finishing and curing washing of stone


366 Cft %Cft @Rs.

6

Cement plaster 1:2 up to 20' (6.00 m) height:-c) ¾"

(20 mm) thick 2644 Sft %Sft @Rs.

7

Extra for making and finishing benching floor work

imanhole chamber, with 1/8" (3 mm) thick cement

finish328 Sft %Sft @Rs.

8

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.

100 No Each @Rs.

9

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 mound as per Standard

Drawing STD/PD No. 6, of 1977, complete in all

respect.

22 No Each @Rs.

Constructing gully grating chamber, 12"x12",

20 No

1








2

Costrrition of gully grating chamber 12"x12"

(300x300 mm) complete in all respect. A):with

C.I.gully trap , weighing 81 lbs pond (36.75 Kg)

fram,e hinged safity type.

20 No Each @Rs.

3






grade, jointing with rubber ring cutting pipes where

necessary, testing, etc., complete




2 SUFACE DRAIN



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

including under pinning of walls and shoring to

protect existing works, shuttering and tmbering the

trenches, dressed to designed level and

dimensions, trimming, removal of surface water

from trenches, back filling and surplus excavated

material disposed of and dressed within 50ft (15m)

lead

1596 Cft %0Cft @Rs.


gauge in foundation and plinth (1:6:12) 1028 Cft %Cft @Rs.

3 Pacca brick work in foundation and plinth in cement

sand martor ratio (1:5)3666 Cft %Cft @Rs.

4 Pacca brick work on edge laid in reinbursement,in

cemet sand mortar,on sides of drains,and on other

work where required. All joints to be filled and

struck flush ratio(1:5)

4110 Sft %Sft @Rs.

5 Construction of punjab standard drains of cement

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

ratio (1:6:12) complete laid to


exposedsurface of concrete with (1:1) cement sand

martor 1/4(6mm) thick as per Engineer's drawing

(Excluding excavation)

Type - I

2740 Rft P.Rft @Rs.


(including prestressed concrete), using coarse sand

and screened graded and washed aggregate in

required shape and design including forms moulds,

shuttering, lifting compacting, curing, rendring and

finishing exposed surface complete (but excluding

the cost of steel reinforcement its fabrication and

placing in position etc)


strip foundation, base slab of column and retaining

walls, etc and other structural members other than

those mentioned in 5(a) (i) above not requiring form

work (i.e horizontal shuttering) complete in all

respects



7 Fabrication of mild steel reinforcement for cement

concrete using deformed bars.

(grade 40)642.52 Kg %Kg @Rs.

3 Brick Pvement


single throw of Kassi, phaorah or shovel:-Ordinary

soil including Transportation of earth all types when

the total distance,including the lead covered in the


a).upto1/4 mile (400m) Dressing and levelling of

earhtwork to designed section, etc.Compaction of

earthwork (soft, ordinary or hard soil) c) Ramming

earthwork (all types of soil lead upto 1 mile)






28150 Cft %Cft @Rs.


1 Excavation in foundation of building bridges sand

other structures, including dressing refilling around

structure eith excavated earth watering and

remaining lead upto on chan and lift 5ft, lead an

ordinary soil, complete in all respects

1112 Cft %0Cft @Rs.


gauge in foundation and plinth ratio 1:6:12

complete

308 Cft %Cft @Rs.


(1:4) cement sand mortor complete in all respects 616 Cft %Cft @Rs.




placing ,compacting, finshing and curing complete

(inculding screening and washing of stone

aggregate) Ratio 1:2:4

6.76 Cft %Cft @Rs.

6 Reinforced cement concrete in roof slab, beams,

columns lintels, girders and other structural

members laid in situ or precast laid in posisition or

prestressed members cast in situ type C for Slab

etc nominal mix 1 complete in all respects (with

Shutring) Ratio 1:1.5:3

168 Cft P.Cft @Rs.

Ratio 1:2:4 34 Cft P.Cft @Rs.


bending complete in all respect619 KG %KG @Rs.

5 TUFF TILE


product of approved qulity and grade , inculding

placing ,maxing,spreading and compaction of sub

base material to requerd depth, camber grade to

achive 100% maximum modified AASHO dry

denisty ,inculding carriage of all material to site of

work except gravel and aggregate .(pet run of bed

run gravel(60 km lead)

2661 Cft %Cft @Rs.

2 Proveding and laying TUFF TILE (60mm gray with

7000 psi )10642 Sft P.sft @Rs.

Note:-


lowest bidder within 15-days issuance of work order

from this office Failing which the work order will be

rescinded automatically and earnest money

forfeited. Contractor Signature:--------------------------------








Sr


Contractor

Rate

1 2 4 6

1 SUFACE DRAIN











(15m) lead

869 Cft %0Cft @Rs.









ratio(1:5)

2237 Sft %Sft @Rs.








Type - I

1491 Rft P.Rft @Rs.


BASTI JAAM ,KOTLA AHMAD KHAN INCLUDING BASTI BAHABBA

ADJOINGING VILLAGES KOTLA AHMAD KHAN AND JAKHAR IMAM AND

SHERO QASBA TEHSIL KOT CHUTTA DISTRICT D.G.KHAN.

Quantity

3




















(grade 40)149.92 Kg %Kg @Rs.

2 Brick Pvement






112800 Cft %0Cft @Rs.





cushion.

46750 Cft %Cft @Rs.







all respects

2498 Cft %0Cft @Rs.






all respects 1384 Cft %Cft @Rs.






washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft @Rs.







378 Cft P.Cft @Rs.

Ratio 1:2:476.50

Cft P.Cft@Rs.


cutting bending complete in all respect1392.57 KG %KG @Rs.

Note:-










d.n.i.t for construction of nali soling tuff tile and...

Documents