d.n.i.t for construction of nali soling tuff tile and...
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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
#Discription of items Unit
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
#Discription of items Unit
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
2 Cement concrete brick or stone ballast 1-1/2"
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
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete154 Cft %Cft Rs
Sr
#Discription of items Unit
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
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:43.380 Cft %Cft Rs
5 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 1:1.5:3
complete in all respects (with Shutring)
84 Cft P.Cft Rs
Ratio 1:2:4 17 Cft P.Cft Rs
4 Fabrication of mild steel deformed bars
cutting bending complete in all respect 309 KG %KG 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
#Discription of items Unit
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
8 Fabrication of mild steel reinforcement for
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
#Discription of items Unit
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
Approximate Cost. Rs 4.903 Million
Earnest Money Rs 0.098 Million
Time Limit 6 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete692 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects 1384 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1267 Sft %Sft Rs
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft 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 1:1.5:3
complete in all respects (with Shutring)
378 Cft P.Cft Rs
Ratio 1:2:4
76.50
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect1392.57 KG %KG Rs
RCC CULVERTS 4' SPAN 5 No.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
CHABRI ZAREEN TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
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
2265 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete534.40 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects1304 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1025 Sft %Sft 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
11.25 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 1:2:4
complete in all respects (with Shutring) Ratio
1:1.5:3
360 Cft P.Cft Rs
Ratio 1:2:470
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1317.50 KG %KG Rs
2 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
364 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 169 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)459 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)
825 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
350 Rft P.Rft @Rs.
Type - II200 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
2 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.19 Kg %Kg @Rs.
3 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
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
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.
18873 Cft %Cft Rs
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.
1830 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 778 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1922 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
183 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 4209 Sft %Sft 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.
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
Contractor Signature:--------------------------------
Name of Contrector
Approximate Cost. Rs 6.796 Million
Earnest Money Rs 0.136 Million
Time Limit 6 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 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
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete.
153.75 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects.
307.50 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect281.50 Sft %Sft 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
3.38 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
1:1.5:3complete in all respects (with Shutring)
84 Cft P.Cft Rs
Ratio 1:2:4 17 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect.309.46 KG %KG Rs
2 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
1529 Cft %0Cft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
CHAK RAMAN, TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 1034 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1477 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)
3938 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
2625 Rft P.Rft @Rs.
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)
70 Cft P.Cft @Rs.
2 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)214 Kg %Kg @Rs.
3 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
item of work is more than 1000.Ft:(300m)
a).upto1/4 mile (400m) Dressing and levelling
58151 Cft %0Cft Rs
7 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.
36018 Cft %Cft Rs
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.
1250 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 531 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1313 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
125 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-2875 Sft %Sft 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.
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
Contractor Signature:--------------------------------
Name of Contrector
Approximate Cost. Rs 6.869 Million
Earnest Money Rs 0.137 Million
Time Limit 9 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 26 Nos.
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.
7215 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete.
1999 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects.
3998 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect. 3660 Sft %Sft 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
44 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 1:1.5:3
complete in all respects (with Shutring)
1092 Cft P.Cft Rs
Ratio 1:2:4221 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect. 4023 KG %KG Rs
2 SUFACE DRAIN
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
SHERO DASTI TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
Page 14 of 134
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.
1694 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12). 981 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5) 1814 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)
4173 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
2450 Rft P.Rft @Rs.
Type - II332 Rft P.Rft @Rs.
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)
18.64 Cft P.Cft @Rs.
Page 15 of 134
2 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)57.11 Kg %Kg @Rs.
3 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
item of work is more than 1000.Ft:(300m)
a).upto1/4 mile (400m) Dressing and levelling
42484 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.
25818 Cft %Cft Rs
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.
100 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 43 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5) 105 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
10 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 230 Sft %Sft 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.
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
Contractor Signature:--------------------------------
Page 16 of 134
Name of Contrector
Approximate Cost. Rs 13.592 Million
Earnest Money Rs 0.272 Million
Time Limit 9 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
5173 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 3319 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)4984 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)
13320 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
8820 Rft P.Rft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
SHADAN LUND, TEHSIL AND DISTRICT D.G.KHAN
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.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)714 Kg %Kg @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
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)
7397 Cft %Cft Rs
3 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 29588 Sft P.sft Rs
3 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
item of work is more than 1000.Ft:(300m)
a).upto1/4 mile (400m) Dressing and levelling
148598 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.
33448 Cft %Cft Rs
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.
3250 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 1381 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)3413 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
325 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-7475 Sft %Sft 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 1:2:4
complete in all respects (with Shutring)
140 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 429 KG %KG Rs
5 RCC CULVERTS 2' SPAN 4 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
1110 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
308 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
615 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect563 Sft %Sft 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
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
1:1.5:3complete in all respects (with Shutring)168 Cft P.Cft Rs
Ratio 1:2:434 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect.619 KG %KG 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.
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
Contractor Signature:--------------------------------
Name of Contrector
Approximate Cost. Rs 9.712 Million
Earnest Money Rs 0.194 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 34 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
9435 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
2614 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects5228 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 4786 Sft %Sft 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
57.46 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 1:1.5:3
complete in all respects (with Shutring)1428 Cft P.Cft Rs
Ratio 1:2:4289
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 5261 KG %KG Rs
2 RCC CULVERTS 4' SPAN 1 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
453 Cft %0Cft Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
CHABRI BALA TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete107 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects261 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 205 Sft %Sft 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
2.25 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
72 Cft P.Cft Rs
Ratio 1:2:4 14 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 264 KG %KG 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
material disposed of and dressed within 50ft
(15m) lead
316 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12)105 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5) 467 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)
645 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
130 Rft P.Rft @Rs.
Type-II 300 Rft P.Rft @Rs.
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
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)214.17 Kg %Kg @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
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)
69428 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.
43245 Cft %Cft Rs
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.
1425 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12)606 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5) 1497 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: 4143 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 3278 Sft %Sft 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.
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
Contractor Signature:--------------------------------
Name of Contrector
Approximate Cost. Rs 4.903 Million
Earnest Money Rs 0.098 Million
Time Limit 9 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
154 Cft %Cft Rs
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft 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
1.69 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
42 Cft P.Cft Rs
Ratio 1:2:4 8.50 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 155 KG %KG Rs
2 RCC CULVERTS 4' SPAN 1 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
453 Cft %0Cft Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
SHAH SADAR DIN, TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete107 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects261 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 205 Sft %Sft 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
2.25 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
72 Cft P.Cft Rs
Ratio 1:2:4 14 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 264 KG %KG 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
material disposed of and dressed within 50ft
(15m) lead
2943 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 759 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)4697 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)
5625 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
300 Rft P.Rft @Rs.
Type - II3450 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)214.17 Kg %Kg @Rs.
3 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
item of work is more than 1000.Ft:(300m)
a).upto1/4 mile (400m) Dressing and levelling
28262 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.
16986 Cft %Cft Rs
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.
500 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 213 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)525 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
50 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-1150 Sft %Sft 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.
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
Contractor Signature:--------------------------------
Name of Contrector
Approximate Cost. Rs 5.392 Million
Earnest Money Rs 0.108 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
154 Cft %Cft Rs
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft 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
1.69 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
42 Cft P.Cft Rs
Ratio 1:2:4 8.50 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 154.73 KG %KG Rs
2 RCC CULVERTS 4' SPAN 1 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
453 Cft %0Cft Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
BAHADUR GRAH TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete107 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects261 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 205 Sft %Sft 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
2.25 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
72 Cft P.Cft Rs
Ratio 1:2:4 14 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 264 KG %KG Rs
2 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
1293 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 536 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1733 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)
2820 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
980 Rft P.Rft @Rs.
Type - II 900 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
3 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
48312 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.
27785 Cft %Cft Rs
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
500 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 213 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)525 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
50 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 1150 Sft %Sft 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
Approximate Cost. Rs 11.161 Million
Earnest Money Rs 0.223 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
U/C KOT MUBARAK1 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
692 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
1384 Cft %Cft Rs
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect1267 Sft %Sft 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
15.21 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
1:1.5:3378 Cft P.Cft Rs
Ratio 1:2:477
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1393 KG %KG Rs
2 RCC CULVERTS 4' SPAN 3 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
1359 Cft %0Cft Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
KOT MUBARAK, SHERO SATAI AND YAROO, TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete321 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects782 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 615 Sft %Sft 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
6.75 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
1:1.5:3 216 Cft P.Cft Rs
Ratio 1:2:442
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 791 KG %KG Rs
3 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
768 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 313 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1037 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)
1665 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
560 Rft P.Rft @Rs.
Type - II 550 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
4 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
24497 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.
14718 Cft %Cft Rs
5 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
1825 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 776 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1917 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
183 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-4198 Sft %Sft Rs
U/C SHERO SATAI1 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
692 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
1384 Cft %Cft Rs
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect1267 Sft %Sft 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
15.21 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
378 Cft P.Cft Rs
Ratio 1:2:4 77 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1393 KG %KG Rs
2 RCC CULVERTS 4' SPAN 1 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
453 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete107 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects261 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 205 Sft %Sft 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
2.25 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
1:1.5:372 Cft P.Cft Rs
Ratio 1:2:414
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 264 KG %KG Rs
3 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
308 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 156 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)368 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)
720 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
350 Rft P.Rft @Rs.
Type - II 130 Rft P.Rft @Rs.
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)
9.32 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 28.56 Kg %Kg @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
13167 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.
7808 Cft %Cft Rs
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
2690 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 1143 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)2825 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
269 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 6187 Sft %Sft Rs
U/C YAROO1 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
154 Cft %Cft Rs
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft 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
1.69 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 42 Cft P.Cft Rs
Ratio 1:2:48.50
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 154.73 KG %KG Rs
2 RCC CULVERTS 4' SPAN 1 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
453 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete107 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects261 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 205 Sft %Sft 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
2.25 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
72 Cft P.Cft Rs
Ratio 1:2:4 14 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 264 KG %KG Rs
3 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
144 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 60 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)193 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)
315 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
110 Rft P.Rft @Rs.
Type - II 100 Rft P.Rft @Rs.
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)
9.32 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 28.56 Kg %Kg @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
38443 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.
23448 Cft %Cft Rs
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
500 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 213 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)525 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
50 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 1150 Sft %Sft 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
Approximate Cost. Rs 5.099 Million
Earnest Money Rs 0.102 Million
Time Limit 9 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
U/C SHERO MARHTA1 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
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
154 Cft %Cft Rs
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
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:4
3.38 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 84 Cft P.Cft Rs
Ratio 1:2:417
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 309 KG %KG Rs
2 RCC CULVERTS 4' 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
906 Cft %0Cft Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
SHERO MARHATA AND U/C DAHO TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete214 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects522 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 410 Sft %Sft 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
4.50 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
1:1.5:3144 Cft P.Cft Rs
Ratio 1:2:428
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 527 KG %KG Rs
3 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
558 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 178 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)834 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)
1125 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
200 Rft P.Rft @Rs.
Type - II 550 Rft P.Rft @Rs.
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)
23.30 Cft P.Cft @Rs.
2 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 71.39 Kg %Kg @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
24617 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.
15084 Cft %Cft Rs
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
3000 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 1275 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)3150 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
300 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 6900 Sft %Sft Rs
U/C DAHO1 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
154 Cft %Cft Rs
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft 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
1.69 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
42 Cft P.Cft Rs
Ratio 1:2:4 8.50 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 155 KG %KG Rs
3 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
139 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 56 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5) 188 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)
300 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
100 Rft P.Rft @Rs.
Type - II 100 Rft P.Rft @Rs.
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)
9.32 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 28.56 Kg %Kg @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
29342 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.
5132 Cft %Cft Rs
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
500 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 213 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)525 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
50 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 1150 Sft %Sft 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
Approximate Cost. Rs 6.275 Million
Earnest Money Rs 0.126 Million
Time Limit 9 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
U/C RANJHA1 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
692 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
1384 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect1267 Sft %Sft 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
15.21 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
1:1.5:3 378 Cft P.Cft Rs
Ratio 1:2:477
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1393 KG %KG Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
RANJHA AND PAKI TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
3 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
982 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 663 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)948 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)
2528 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
1685 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)214.17 Kg %Kg @Rs.
3 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
16868 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.
10702 Cft %Cft @Rs.
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
1280 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 544 Cft %Cft @Rs.
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1344 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
128 Cft %Cft @Rs.
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-2944 Sft %Sft @Rs.
U/C PAKI1 RCC CULVERTS 2' SPAN 4 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
1110 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
308 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
615 Cft %Cft @Rs.
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect563 Sft %Sft @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
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 1:2:434
Cft P.Cft@Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 619 KG %KG @Rs.
2 RCC CULVERTS 4' SPAN 1 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
453 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete107 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects261 Cft %Cft @Rs.
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 205 Sft %Sft @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
2.25 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
1:1.5:372 Cft P.Cft
@Rs.
Ratio 1:2:414
Cft P.Cft@Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 264 KG %KG @Rs.
3 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
518 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 173 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)769 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)
1050 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
200 Rft P.Rft @Rs.
Type - II500 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
3 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
21907 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.
13686 Cft %Cft Rs
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
540 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 230 Cft %Cft @Rs.
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)567 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
54 Cft %Cft @Rs.
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 1242 Sft %Sft @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
Approximate Cost. Rs 9.709 Million
Earnest Money Rs 0.194 Million
Time Limit 12 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
1657 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 1067 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5) 1600 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)
4268 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
2845 Rft P.Rft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
MAMOORI TEHSIL AND DISTRICT D.G.KHAN
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)
55.92 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)321.26 Kg %Kg @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
123050 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.
52050 Cft %Cft Rs
3 RCC CULVERTS 2' SPAN 10 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
2775 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
769 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
1538 Cft %Cft @Rs.
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect1408 Sft %Sft @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
16.90 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
1:1.5:3 420 Cft P.Cft
@Rs.
Ratio 1:2:485
Cft P.Cft@Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1547 KG %KG @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
Approximate Cost. Rs 6.863 Million
Earnest Money Rs 0.137 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 7 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
1943 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
538 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
1076 Cft %Cft Rs
6 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect985 Sft %Sft 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
11.83 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
294 Cft P.Cft Rs
Ratio 1:2:4 59.50 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1083.00 KG %KG Rs
2 RCC CULVERTS 4' SPAN 4 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
1812 Cft %0Cft Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
LADON TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete428 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects1043 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 820 Sft %Sft 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
9 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
1:1.5:3 288 Cft P.Cft Rs
Ratio 1:2:456
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1054 KG %KG Rs
3 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
1790 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 1037 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1916 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)
4410 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
2590 Rft P.Rft @Rs.
Type - II 350 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
4 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
47120 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.
28248 Cft %Cft Rs
5 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
1680 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 714 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1764 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
168 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 3864 Sft %Sft 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
Approximate Cost. Rs 4.902 Million
Earnest Money Rs 0.098 Million
Time Limit 4 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
277 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 178 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)267 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)
713 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
475 Rft P.Rft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
SABRA NACHA TEHSIL AND DISTRICT D.G.KHAN
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)
104.85 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 321.26 Kg %Kg @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
60000 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.
14420 Cft %Cft Rs
3 RCC CULVERTS 2' SPAN 6 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
1665 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
461 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
923 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect845 Sft %Sft 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
10.14 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
1:1.5:3 252 Cft P.Cft Rs
Ratio 1:2:4 51.00 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 928.00 KG %KG Rs
4 RCC CULVERTS 10' 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
4910 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete1462 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects2970 Cft %Cft Rs
4 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:4
148 Cft %Cft Rs
5 Fabrication of mild steel deformed bars
cutting bending complete in all respect 2148 KG %KG 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
536 Cft P.Cft Rs
7 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1280 Sft %Sft Rs
5 TUFF TILE
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)
1687 Cft %Cft Rs
3 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 6748 Sft P.sft 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
Approximate Cost. Rs 6.078 Million
Earnest Money Rs 0.122 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 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
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
154 Cft %Cft Rs
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
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:4
3.38 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 84 Cft P.Cft Rs
Ratio 1:2:4 17 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 309 KG %KG Rs
2 SUFACE DRAIN
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
GADAI GHARBI TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
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
1113 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 752 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1074 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)
2865 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
1910 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)214.17 Kg %Kg @Rs.
3 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
74326 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.
34100 Cft %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 earnest money forfeited.
Contractor Signature:--------------------------------
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
16 Name of Contrector
Approximate Cost. Rs 4.902 Million
Earnest Money Rs 0.098 Million
Time Limit 6 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 4 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
1110 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
308 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
615 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect563 Sft %Sft 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
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 1:2:434
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 619 KG %KG 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
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
1264 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 854 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1221 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)
3255 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
2170 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
3 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
26466 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.
16416 Cft %Cft Rs
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
1400 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 595 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1470 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
140 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 3220 Sft %Sft Rs
5 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)
2124 Cft %Cft Rs
2 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 8496 Sft P.sft 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
17 Name of Contrector
Approximate Cost. Rs 6.374 Million
Earnest Money Rs 0.127 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in all
respects
154 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft 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
1.69 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
42 Cft P.Cft Rs
Ratio 1:2:4 8.50 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars cutting
bending complete in all respect 154.73 KG %KG Rs
2 RCC CULVERTS 10' 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
2455 Cft %0Cft Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
KOT HAIBAT TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete721 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in all
respects1485 Cft %Cft Rs
4 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:4
74 Cft %Cft Rs
5 Fabrication of mild steel deformed bars cutting
bending complete in all respect 1074 KG %KG 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
268 Cft P.Cft Rs
7 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 640 Sft %Sft Rs
3 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
297 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 117 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)408 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)638 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
200 Rft P.Rft @Rs.
Type- II
225 Rft P.Rft @Rs.
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)
9.32 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 28.56 Kg %Kg @Rs.
4 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 item of work is more than
54488 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.
32485 Cft %Cft Rs
5 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
750 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 319 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)788 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
75 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:- 1725 Sft %Sft 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
18 Name of Contrector
Approximate Cost. Rs 10.680 Million
Earnest Money Rs 0.214 Million
Time Limit 12 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
955 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 615 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)923 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)
2460 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
1640 Rft P.Rft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
KHAKHI TEHSIL AND DISTRICT D.G.KHAN
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)
48.93 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 149.92 Kg %Kg @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
110552 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.
44000 Cft %Cft Rs
3 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete692 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects 1384 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1267 Sft %Sft Rs
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft 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 1:1.5:3
complete in all respects (with Shutring)
378 Cft P.Cft Rs
Ratio 1:2:4
76.50
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect1392.57 KG %KG Rs
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
5000 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 2125 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)5250 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
500 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-11500 Sft %Sft Rs
5 RCC CULVERTS 10' 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
4910 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete1462 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects2970 Cft %Cft Rs
4 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:4
148 Cft %Cft Rs
5 Fabrication of mild steel deformed bars
cutting bending complete in all respect 2148 KG %KG 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
1:1.5:3536 Cft P.Cft Rs
7 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1280 Sft %Sft 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
19 Name of Contrector
Approximate Cost. Rs 8.824 Million
Earnest Money Rs 0.176 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
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
169130 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.
53900 Cft %Cft Rs
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
1000 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 425 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1050 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
100 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-2300 Sft %Sft 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
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
GADAI SHARQI TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
20 Name of Contrector
Approximate Cost. Rs 19.481 Million
Earnest Money Rs 0.390 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 25 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
6938 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
1922 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
3844 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect3519 Sft %Sft 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
42.25 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
1:1.5:31050 Cft P.Cft Rs
Ratio 1:2:4213
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 3868 KG %KG Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
PAIGAH CHAK NO 3 TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 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
5471 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 3698 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5) 5284 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)
14090 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
9393 Rft P.Rft @Rs.
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)
69.90 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
3 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
170050 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.
57390 Cft %Cft Rs
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
4875 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 2072 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)5119 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
488 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-11213 Sft %Sft Rs
5 TUFF TILE
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)
2500 Cft %Cft Rs
3 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 10000 Sft P.sft 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 Rs
(0' to 5' depth) 2455 Cft %0CftRs
(5' to 10' depth) 2455 Cft %0Cft
2 Cement concrete brick or stone ballast 1½" to
2" (40mm to 50mm) gauge in foundation &
plinth (1:6:12) 491 Cft %Cft
Rs
3Pacca 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
4 Extra Pacca brick work other in any circular
masonry 1987 Cft %CftRs
5 P.C.C ( 1:2:4) in bed and complete in all
respect 254 Cft %CftRs
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
7 Proveding laying R.C.C (1:2:4) in slabs, beam
, lintels etc copmlete 229 Cft P.Cft
Rs
8
Fabrication of mild steel reinforcement for
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
%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
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
EachRs
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
%SftRs
21 Cement concrete brick or stone ballast 1 1/2"
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
over a bed of 3/4" thick cement mortar 1:6
complete238 Sft
%Sft
Rs
23 Pucca brick work for door step in 1:525 Cft
%CftRs
24 Providing and fixing G.I pipe raling as per
standard drawing (P.Rft 3 rows of pipe 33 RftP.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
21 Name of Contrector
Approximate Cost. Rs 4.902 Million
Earnest Money Rs 0.098 Million
Time Limit 9 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 12 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
3330 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
923 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
1845 Cft %Cft @Rs.
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect1689 Sft %Sft @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
20.28 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
1:1.5:3504 Cft P.Cft
@Rs.
Ratio 1:2:4102
Cft P.Cft@Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 1857 KG %KG @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
PAIGAH CHAK NO 2 TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 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
688 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 465 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)664 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)
1772 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
1181 Rft P.Rft @Rs.
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)
69.9 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
3 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
40827 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.
16250 Cft %Cft @Rs.
3 TUFF TILE
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)
2203 Cft %Cft @Rs.
3 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 8811 Sft P.sft @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
22 Name of Contrector
Approximate Cost. Rs 9.708 Million
Earnest Money Rs 0.194 Million
Time Limit 6 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
154 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft 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
1.69 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
42 Cft P.Cft Rs
Ratio 1:2:4 8.50 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 155 KG %KG Rs
2 SUFACE DRAIN
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
WADOOR TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
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
2700 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 1825 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)2607 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)
6953 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
4635 Rft P.Rft @Rs.
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)
69.9 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
3 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
70120 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.
44004 Cft %Cft Rs
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
5125 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 2178 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)5382 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
513 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-11788 Sft %Sft 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
23 Name of Contrector
Approximate Cost. Rs 12.622 Million
Earnest Money Rs 0.252 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC CULVERTS 2' SPAN 44 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
12210 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
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
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect6193 Sft %Sft 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
74.36 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
1848 Cft P.Cft Rs
Ratio 1:2:4374
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars cutting
bending complete in all respect 6808 KG %KG Rs
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
DAGAR CHITT TEHSIL AND DISTRICT D.G.KHAN
Quantity
3
2 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
590 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 399 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)570 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)
1520 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
1013 Rft P.Rft @Rs.
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)
69.9 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 214.17 Kg %Kg @Rs.
3 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 item of work is more than
121990 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.
55950 Cft %Cft Rs
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
1600 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 680 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)1680 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
160 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-3680 Sft %Sft 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
24 Name of Contrector
Approximate Cost. Rs 8.726 Million
Earnest Money Rs 0.175 Million
Time Limit 4 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
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.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1035 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)
2760 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 1840 Rft P.Rft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
TIBBI KHARIK U/C HAJI GHAZI GHARBI AND BASTI KHOSA
TEHSIL AND DISTRICT D.G.KHAN
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)
104.85 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)321.26 Kg %Kg @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 item of work is more than
113989 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.
42000 Cft %Cft Rs
3 RCC CULVERTS 2' SPAN 12 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
3330 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2" to
2" gauge in foundation and plinth ratio 1:6:12
complete
923 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth ration
(1:4) cement sand mortor complete in all
respects
1845 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect1689 Sft %Sft 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
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
504 Cft P.Cft Rs
Ratio 1:2:4 102.00 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars cutting
bending complete in all respect 1857 KG %KG Rs
4 RCC CULVERTS 10' SPAN 1 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
2455 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2" to
2" gauge in foundation and plinth ratio 1:6:12
complete731 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth ration
(1:4) cement sand mortor complete in all
respects1485 Cft %Cft Rs
4 Providing laying cement concrete plain inculding
placing ,compacting, finshing and curing
complete (inculding screening and washing of
stone aggregate) Ratio 1:2:4
74 Cft %Cft Rs
5 Fabrication of mild steel deformed bars cutting
bending complete in all respect 1074 KG %KG 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
268 Cft P.Cft Rs
7 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 640 Sft %Sft 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
Approximate Cost. Rs 38.400 Million
Earnest Money Rs 0.768 Million
Time Limit 18 Months
Sr
#Discription of items Unit
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.
4 Fabrication of mild steel deformed bars cutting
bending complete in all respect 9600 KG %KG @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
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
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:-
@Rs.
i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth6679 Cft %0Cft @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
aggregate): (f) Ratio 1: 2: 4
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 pre- stressed 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
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) depth11520 Cft %0Cft @Rs.
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
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
ii) 225 mm (9":) i/d960 Rft P.Rft @Rs.
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
material disposed of and dressed within 50ft
(15m) lead
13185 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth (1:6:12)8477 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)12722 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)
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
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
22635 Rft P.Rft @Rs.
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)
209.70 Cft P.Cft @Rs.
2 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)
642.52 Kg %Kg @Rs.
2 Brick Pvement @Rs.
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 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.
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.
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:-
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
26 Name of Contrector
Approximate Cost. Rs 13.592 Million
Earnest Money Rs 0.272 Million
Time Limit 12 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
1385 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 892 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1338 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)
3567 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
2378 Rft P.Rft
@Rs.
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)
104.85 Cft P.Cft @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
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)321.26 Kg %Kg @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
66050 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.
30300 Cft %Cft @Rs.
3 RCC CULVERTS 2' SPAN 30 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
8325 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete 2306 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects4613 Cft %Cft @Rs.
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 4223 Sft %Sft @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
51 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 1260 Cft P.Cft
@Rs.
Ratio 1:2:4 255.00 Cft P.Cft @Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 4642 KG %KG @Rs.
4 TUFF TILE
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)
7960 Cft %Cft @Rs.
3 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 31838 Sft P.sft @Rs.
5 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
8875 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 3772 Cft %Cft @Rs.
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)9319 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
888 Cft %Cft @Rs.
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-20413 Sft %Sft @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
27 Name of Contrector
Approximate Cost. Rs 5.883 Million
Earnest Money Rs 0.118 Million
Time Limit 4 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
253 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 163 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)245 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)
653 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
435 Rft P.Rft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
BASTI JAM TEHSIL KOT CHUTTA DISTRICT D.G.KHAN
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)
104.85 Cft P.Cft @Rs.
2 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)321.26 Kg %Kg @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
79550 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.
32150 Cft %Cft @Rs.
3 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete692 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects 1384 Cft %Cft @Rs.
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1267 Sft %Sft @Rs.
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft @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 1:1.5:3
complete in all respects (with Shutring)
378 Cft P.Cft @Rs.
Ratio 1:2:4
76.50
Cft P.Cft
@Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect1392.57 KG %KG @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
28 Name of Contrector
Approximate Cost. Rs 13.214 Million
Earnest Money Rs 0.264 Million
Time Limit 12 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
1704 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 1097 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1645 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)
4388 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
2925 Rft P.Rft
@Rs.
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)
104.85 Cft P.Cft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
BASTI MALANA TEHSIL KOT CHUTTA DISTRICT D.G.KHAN
Quantity
3
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)321.26 Kg %Kg @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
113300 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.
53450 Cft %Cft @Rs.
3 RCC CULVERTS 2' SPAN 4 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
1110 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete 308 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects615 Cft %Cft @Rs.
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 563 Sft %Sft @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
7 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 34.00 Cft P.Cft @Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 619 KG %KG @Rs.
4 TUFF TILE
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)
8325 Cft %Cft @Rs.
2 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 33299 Sft P.sft @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
29 Name of Contrector
Approximate Cost. Rs 9.709 Million
Earnest Money Rs 0.194 Million
Time Limit 12 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
699 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 450 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5) 675 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)
1800 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
1200 Rft P.Rft @Rs.
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)
104.85 Cft P.Cft @Rs.
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
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 321.26 Kg %Kg @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
49500 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.
21950 Cft %Cft Rs
2 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
154 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft 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
1.69 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
1:1.5:342 Cft P.Cft Rs
Ratio 1:2:49
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect 155 KG %KG Rs
5 TUFF TILE
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)
1856 Cft %Cft Rs
3 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 7423 Sft P.sft Rs
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
12500 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 5313 Cft %Cft Rs
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)13125 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
1250 Cft %Cft Rs
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-28750 Sft %Sft 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 Rs
(0' to 5' depth) 2455 Cft %0CftRs
(5' to 10' depth) 2455 Cft %0Cft
2 Cement concrete brick or stone ballast 1½" to
2" (40mm to 50mm) gauge in foundation &
plinth (1:6:12) 491 Cft %CftRs
3Pacca 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
4 Extra Pacca brick work other in any circular
masonry 1987 Cft %CftRs
5 P.C.C ( 1:2:4) in bed and complete in all
respect 254 Cft %CftRs
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
7 Proveding laying R.C.C (1:2:4) in slabs, beam
, lintels etc copmlete 229 Cft P.Cft
Rs
8
Fabrication of mild steel reinforcement for
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
%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
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
EachRs
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
%SftRs
21 Cement concrete brick or stone ballast 1 1/2"
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
over a bed of 3/4" thick cement mortar 1:6
complete238 Sft
%Sft
Rs
23 Pucca brick work for door step in 1:525 Cft
%CftRs
24 Providing and fixing G.I pipe raling as per
standard drawing (P.Rft 3 rows of pipe 33 RftP.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
30 Name of Contrector
Approximate Cost. Rs 4.902 Million
Earnest Money Rs 0.098 Million
Time Limit 6 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
810 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 521 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)782 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)
2085 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
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
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)
104.85 Cft P.Cft @Rs.
2 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40) 321.26 Kg %Kg @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
70220 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.
27650 Cft %Cft Rs
3 RCC CULVERTS 2' SPAN 1 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
278 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete
77 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects
154 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect141 Sft %Sft Rs
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and 1.69 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 42 Cft P.Cft Rs
Ratio 1:2:4 8.50 Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect154.73 KG %KG 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.
With full postal Address:---------------------------
-------------------------------------------------------------- Executive Engineer
PHE Division D.G.Khan
'Contractor Signature:--------------------------------
32 Name of Contrector
Approximate Cost. Rs 9.559 Million
Earnest Money Rs 0.191 Million
Time Limit 9 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
1282 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 825 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)1238 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)
3300 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
2200 Rft P.Rft
@Rs.
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)
419.4 Cft P.Cft @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
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)1285 Kg %Kg @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
99670 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.
31070 Cft %Cft @Rs.
3 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft Rs
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete692 Cft %Cft Rs
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects 1384 Cft %Cft Rs
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1267 Sft %Sft Rs
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft 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 1:1.5:3
complete in all respects (with Shutring)
378 Cft P.Cft Rs
Ratio 1:2:4
76.50
Cft P.Cft Rs
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect1392.57 KG %KG Rs
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
4000 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" guage in foundation and plinth. (1:6:12) 1700 Cft %Cft @Rs.
3 Pacca brick work in cement sand mortar in
foundation and plinth.(1:5)4200 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
400 Cft %Cft @Rs.
5 1/2" Cement plaster 1:4 upto 20' (6.00 m)
height:-9200 Sft %Sft @Rs.
5 TUFF TILE
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)
4064 Cft %Cft @Rs.
3 Proveding and laying TUFF TILE (60mm gray
with 7000 psi ) 16254 Sft P.sft @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
31 Name of Contrector
Approximate Cost. Rs 9.709 Million
Earnest Money Rs 0.194 Million
Time Limit 12 Months
Sr
#Discription of items Unit
Contractor
Rate
1 2 4 6
1 RCC SEWER
1 Dismentlling and removing road metalling. 4754 Cft %Cft @Rs.
2
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) depth33558 Cft %0Cft @Rs.
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
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
ii) 387 mm (15":) i/d1020 Rft P.Rft @Rs.
iii) 465 mm (18") i/d 500 Rft P.Rft @Rs.
5Rehandling of earthwork:a) Lead upto a single
throw of Kassi, phaorah or shovel 26846 Cft %0Cft @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
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 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
aggregate): (f) Ratio 1: 2: 4
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
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) depth3840 Cft %0Cft @Rs.
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
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
ii) 225 mm (9":) i/d320 Rft P.Rft @Rs.
4Rehandling of earthwork:a) Lead upto a single
throw of Kassi, phaorah or shovel 3080 Cft %0Cft @Rs.
2 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
1596 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2" to 2"
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
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
2740 Rft P.Rft @Rs.
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)
209.7 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for cement
concrete using deformed bars.
(grade 40)642.52 Kg %Kg @Rs.
3 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
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)
66950 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.
28150 Cft %Cft @Rs.
4 RCC CULVERTS 2' SPAN 4 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
1112 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12
complete
308 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth ration
(1:4) cement sand mortor complete in all respects 616 Cft %Cft @Rs.
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect564 Sft %Sft @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
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.
7 Fabrication of mild steel deformed bars cutting
bending complete in all respect619 KG %KG @Rs.
5 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)
2661 Cft %Cft @Rs.
2 Proveding and laying TUFF TILE (60mm gray with
7000 psi )10642 Sft P.sft @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
33 Name of Contrector
Approximate Cost. Rs 8.432 Million
Earnest Money Rs 0.169 Million
Time Limit 12 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
869 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth (1:6:12) 559 Cft %Cft @Rs.
3 Pacca brick work in foundation and plinth in
cement sand martor ratio (1:5)839 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)
2237 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
1491 Rft P.Rft @Rs.
D.N.I.T FOR CONSTRUCTION OF NALI SOLING TUFF TILE AND CULVERTS U/C
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
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)
48.93 Cft P.Cft @Rs.
7 Fabrication of mild steel reinforcement for
cement concrete using deformed bars.
(grade 40)149.92 Kg %Kg @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
112800 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.
46750 Cft %Cft @Rs.
3 RCC CULVERTS 2' SPAN 9 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
2498 Cft %0Cft @Rs.
2 Cement concrete brick or stone ballast 1-1/2"
to 2" gauge in foundation and plinth ratio
1:6:12 complete692 Cft %Cft @Rs.
3 Pacca Brick work in foundation and plinth
ration (1:4) cement sand mortor complete in
all respects 1384 Cft %Cft @Rs.
4 1/2" C. Plaster Ratio (1:4) up to 20 ft Height
Complete in all respect 1267 Sft %Sft @Rs.
5 Providing laying cement concrete plain
inculding placing ,compacting, finshing and
curing complete (inculding screening and
washing of stone aggregate) Ratio 1:2:415.21 Cft %Cftft @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 1:1.5:3
complete in all respects (with Shutring)
378 Cft P.Cft @Rs.
Ratio 1:2:476.50
Cft P.Cft@Rs.
7 Fabrication of mild steel deformed bars
cutting bending complete in all respect1392.57 KG %KG @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
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