Upload
others
View
0
Download
0
Embed Size (px)
Citation preview
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 2174.000
2 26-15 Spraying anti-termite liquid mixed with water in ration of 1:40 Sft 1000.000
3 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.
Cft 343.338
4 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 1352.720
5 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strength) of any
size and diameter including straightening , bending, placing, binding in position
with binding wire, placing spacers. Complete in all respects as per specification and
instruction of Engineer incharge.
M.Ton 5.438
6 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat , one layer polythene and
one coat bitumen ( 2" thick)Sft 147.225
7 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 569.625
8 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 1126.922
9 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 5023.969
1013-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 5023.969
11 10-03-a
Provding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 540.813
12 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 245.149
13 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 1435.938
14 12-07-aFirst class doadar wood wrought joinery in doors and window etc complete : 2 inch
thickSft 105.000
Annex C2 Financial Proposal Form LOT 2
Civil Works Kohat BHU Nakaband
Page 1 of 29
15 12-20-a-02 Extra for providing /fixing approved quality rim locks : local Nos 4.000
16 12-56-a
Supply and fixing MS sheet 16 gauge (10 x 2 inches)box type chowkat including
fixing and position with all charges for hold fast hinges and paint etc complete in all
respect as per drawings and as per specification as directed by engineer incharge
Rft 151.000
17 25-39-b-03
Providing and fixing steel window 18 gauge with openable glazed panels with 22
SWG wire gauze glass pane 3 mm including grill complete in all respect as per
drawings and specification and as per directed by the engineer incharge
Sft 111.000
18 12-49Curtain railing to doors and windows comprising toso-elite japanees railing or
equivalent inclunding paintRft 18.000
19 NSI Provision and fixing of blind to windows as per direction of engineer incharge Sft 144.000
20 24-17-a-01
Supply and fixing of aproved AC building pipe Class , 80mm with pigot and socket
joints and hexagonal head for rain water including jointing and suport MS Plate
19mm x 6mm @ 1m apart. Complet in all respect and in accordance with
specification and instruction of the Engineer Incharge.
Rft 26.000
21 09--05
Supply and fixing of one lyer of brick tile (300mm x 150mm) x 50mm flat brick on
roof, bedded, joint and pointed in CM 1: 3: over 4" (avrage), one coat of hot
bitumen (10 - 15 grade) and one lyer of approve polythene sheet. Complet in all
respect and in accordance with specification and instruction of the Engineer
Incharge.
Sft 1120.000
22 06-05-h
P/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 43.560
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)IE-1 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 16.000
IE-2 15-05-eSupply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 400.000
IE-3 15-81 Supply and fixing 20 ampere power pluge Each 4.000
IE-4 15-82 Supply and fixing 30 ampere power pluge Each 8.000
IE-5 15-83 Supply and fixing 10 ampere power pluge Each 6.000
IE-6 15-68-cSupply and Erection best quality AC ceiling fan completewith GI rod, canopy,
blades & regulator : 56" sweepEach 4.000
IE-7 NSI
Supply & Installation of 12" sweep, plastic body, Exhaust fan including all civil
works required for complete installation and of Asia/Climax/Pak fan made
including all labour and materials cable as required at site and as approved by the
Engineer Incharge. (Exaust fan will be fitted in proper steel frame along with wire
gauze at external side)
Each 4.000
IE-8 15-25 Supply and Erection girder clamp hook, 5/8" dia.for hanging ceiling fan Each 6.000
IE-9 15-61-aSupply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 10.000
IE-10 15-53Special Earthing of iron/metal clad switches etc with copper wire No. 8 SWG in GI
pipe 1/2" diaEach 1.000
E-11
15-71-d Supply and Erection single phase imported auto circuit breaker 30 Amp. Each 4.000
15-71-a Supply and Erection single phase imported auto circuit breaker 6 Amp Each 14.000
15-71-b Supply and Erection single phase imported auto circuit breaker 15 Amp Each 12.000
Total Cost of Civil Works (PKR)
Internal Electrification works Kohat BHU Nakaband
Distribution Board:
Page 2 of 29
NSISupply and Erection Cubical Type Factory Fabricated floor/wall mounting steel
main board comp. : RecessedNo 1.000
IE-9 NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Labour room and recovery room)
No 2.000
NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Wash Room and Verandah)
No 2.000
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Sanitary 14-01-a
P/F: European type WC (ICI Boch or equivalent) i/c flush Tanki, P/Trap, Stop Cock,
Plastic Connection etc. Complete as per specification and instruction of Engineer
Incharge(Porta , Duur or equivalent )
Each 5.000
14-05-b-01Providing and fixing glazed earthen WHB complte with pedistal white size 25" x 18"
Each 3.000
14-27 Providing and fixing CP mixing valve for WHB/SHOWER Each 3.000
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 10.000
14-17P/F: of 22"x16"best quality 5mm mirror glass of approved quality. Complete in all
respect as per specification and instruction of Engineer incharge.Each 3.000
14.20 cP/F: best quality towel rail of approved quality as per specification and instruction
of engineer inchargeEach 3.000
14.20 bP/F: best quality paper holder of approved quality as per specification and
instruction of engineer inchargeEach 5.000
14.20 aP/F: best quality plastic soap dish of approved quality as per specification and
instruction of engineer inchargeEach 3.000
14-28-a Providing and Fixing gun metal peet / gate valve (screwed) 1" dia Each 6.000
14-31-bProviding and Fixing CI floor trap including CI grating & concrete chamber all round
: 4"x3"Each 2.000
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) Rft 800.000
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) Rft 500.000
14-69-b-03 P/F Fibre Glass Water Tank 400 gallons Each 2.000
Sewerage 14-70-aProviding and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 195.000
14-37-c Supply and Fixing CI manhole cover with frame etc complete 25" dia Each 7.000
23-Oct Construction of septic tank (7' x 2' x 5') complete in all respect) Each 2.000
23-NovConstruction of Soakage pit having 6 Rft dia and 10 Rft deep filled with brick and
brick linning at sideEach 2.000
NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
Each 8.000
S No. MRS Code 2017 Description Units Nos Length WidthHeight/Dep
th
Total
QuantitiesUnit Rate Total amount (PKR)
1 04-48-b Remove of extra material from roof Sft 1.000 42.000 21.000 882.000
2 10-15-e PCC (1:2:4) as screeding 2" thick Sft 1.000 42.000 21.000 882.000
3 11-09-b Cement sand mortor on walls in 1:4 CSM Sft 1.000 1480.000
4 10-15-eProvide & lay topping of concrete 1:2:4, including surface finishing & dividing in
panels : 2" thickSft 2.000 12.000 15.000 180.000
Total Cost of Electrical Works (PKR)
Water Supply and Sanitation Works Kohat BHU Nakaband
Total Cost of Water Supply and Sanitation Works (PKR)
Rehabilitation Works Kohat BHU Nakaband
Page 3 of 29
5 10-15-eProvide & lay topping of concrete 1:2:4, including surface finishing & dividing in
panels : 2" thickSft 2.000 11.000 12.000 132.000
6 NSIRepairing of Existing Cupboard, replaceing of damage sheets and locks etc
complete with paint and pannelsSft 2.000 6.000 10.000 120.000
7 04-24Repairing and fixing of old wooden door in pannels with chowkat, locks and polish
in wooden color completeSft 6.000 7.000 3.000 126.000
9 12-51Provide & fix GI wire gauze 22 SWG, 12x12 mesh per sq. in, fixed to steel window
completeSft 4.000 6.000 4.000 96.000
10 06-05-f PCC 1:2:4 in the open space of the BHU Cft 2.000 22.000 15.000 0.333 219.780
11 13-05-c-01 & 02Painting old surfaces : Doors / windows any type First coat & one another coat. In
3 quarters and their boundary wallsSft 3.000 340.000 10.000 1500.000
12 14-69-a-02 P/F Fibre Glass Water Tank 400 gallons Each 1.000 1.000 1.000
13 14-03-aProviding and Fixing glazed earthen ware WC squatting type with built-in foot rests
: WhiteNo 2.000 2.000 4.000
14 14-05-a-02 Providing and Fixing glazed earthen ware WHB complete No 2.000 4.000 2.000
15 14-31-b Floor Trap complete with fitting No 2.000 2.000 4.000
16 23-02-a Providing and Laying non-reinforced concrete pipe RFT 2.000 80.000 160.000
17 NSI PVC Pipe 4 inch dia Royal or Ill for the sewarage line Each 2.000 80.000 160.000
19 11-09-b Plaster on the walls in 1:4 CSM Cft 1.000 200.000 0.750 3.000 450.000
20 14-81-aSupply and fixing of 3.0 HP Monoblock water pump 1.5"x1.5" size 5 stage DE-S5
model single phase for 220 ft head with all accessories.No 1.000 1.000 1.000
21 24-02-d-01Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 8" i/dNo 1.000 150.000 150.000
22 24-12-c-01Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 6" i/dRft 1.000 -38.000 -38.000
23 24-09-c-0Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 6" i/dRFT 1.000 39.000 39.000
24 24-14Shrouding with graded pack grave 3/8" to 1/8" around
tubewell in bore holeCFT 1.000 60.000 60.000
25 24-30-a-01Providing and Laying HDPE pipe Din-/Din-/ISO-4427
incl testing & disinfect complete (20mm diaRFT 1.000 160.000 160.000
26 24-16-c-02Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 3/4" i/d RFT 1.000 90.000 90.000
1917-10-b-01 4" thick PCC lining, using washed screened &
graded/curshed stone aggregate : On slope : Ratio 1:2:4 for wall CFT 2.000 300.000 0.330 0.500 99.000
21 11-08-a Cement plaster 1:3 upto 20' height 3/8" thick SFT 2.000 200.000 2.500 1000.000
23 07-05-a-05 Pacca brick work in ground floor Cement, sand mortar 1:6 CFT 1.000 200.000 0.750 2.500 375.000
2413-05-a-01+2x 13-
05-a-02
Painting old corrugated surfaces, pent roofing etc. with oil first and subsequent
coatSft 2.000 8.000 6.000 0.000 96.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 376.000
2 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.Cft 62.000
Waiting Shed Kohat BHU Nakaband
Total Cost of Rehabilitation Works (PKR)
Page 4 of 29
3 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 86.760
4 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 0.350
5 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat, one layer polythene and one
coat bitumen ( 2" thick)Sft 39.550
6 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 164.500
7 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 242.440
8 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 735.000
913-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 735.000
10 10-03-aProvding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 160.000
11 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 52.800
12 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 160.000
13 24-16-c-08 Extra for providing /fixing approved quality rim locks : local Rft 36.000
14 NSI P/L, cut, joint, test and disinfect MS pipe 1.5" X 2" Rft 100.000
15 9--13--C S/F corrugated GI sheet with GI bolt,nuts,limpite 24 BWG Sft 216.000
16 06-05-hP/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 34.980
17 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 1.000
1815-05-e
Supply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 75.000
19 15-81 Supply and fixing 20 ampere power pluge Each 1.000
20 15-78 Supply and Fixing bracket fan pak made complete Each 2.000
2115-61-a
Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 2.000
22 NSI Benches for Patients. No 2.000Total Cost of Waiting Shed (PKR)
Page 5 of 29
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 2174.000
2 26-15 Spraying anti-termite liquid mixed with water in ration of 1:40 Sft 1000.000
3 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.
Cft 343.338
4 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 1352.720
5 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strength) of any
size and diameter including straightening , bending, placing, binding in position
with binding wire, placing spacers. Complete in all respects as per specification and
instruction of Engineer incharge.
M.Ton 5.438
6 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat , one layer polythene and
one coat bitumen ( 2" thick)Sft 147.225
7 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 569.625
8 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 1126.922
9 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 5023.969
1013-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 5023.969
11 10-03-a
Provding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 540.813
12 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 245.149
13 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 1435.938
14 12-07-aFirst class doadar wood wrought joinery in doors and window etc complete : 2 inch
thickSft 105.000
15 12-20-a-02 Extra for providing /fixing approved quality rim locks : local Nos 4.000
Grand Total for Kohat BHU Nakaband (PKR)
Civil Works Kohat BHU Parshai
Page 6 of 29
16 12-56-a
Supply and fixing MS sheet 16 gauge (10 x 2 inches)box type chowkat including
fixing and position with all charges for hold fast hinges and paint etc complete in all
respect as per drawings and as per specification as directed by engineer incharge
Rft 151.000
17 25-39-b-03
Providing and fixing steel window 18 gauge with openable glazed panels with 22
SWG wire gauze glass pane 3 mm including grill complete in all respect as per
drawings and specification and as per directed by the engineer incharge
Sft 111.000
18 12-49Curtain railing to doors and windows comprising toso-elite japanees railing or
equivalent inclunding paintRft 18.000
19 NSI Provision and fixing of blind to windows as per direction of engineer incharge Sft 144.000
20 24-17-a-01
Supply and fixing of aproved AC building pipe Class , 80mm with pigot and socket
joints and hexagonal head for rain water including jointing and suport MS Plate
19mm x 6mm @ 1m apart. Complet in all respect and in accordance with
specification and instruction of the Engineer Incharge.
Rft 26.000
21 09--05
Supply and fixing of one lyer of brick tile (300mm x 150mm) x 50mm flat brick on
roof, bedded, joint and pointed in CM 1: 3: over 4" (avrage), one coat of hot
bitumen (10 - 15 grade) and one lyer of approve polythene sheet. Complet in all
respect and in accordance with specification and instruction of the Engineer
Incharge.
Sft 1120.000
22 06-05-h
P/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 43.560
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
IE-1 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 16.000
IE-2 15-05-eSupply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 400.000
IE-3 15-81 Supply and fixing 20 ampere power pluge Each 4.000
IE-4 15-82 Supply and fixing 30 ampere power pluge Each 8.000
IE-5 15-83 Supply and fixing 10 ampere power pluge Each 6.000
IE-6 15-68-cSupply and Erection best quality AC ceiling fan completewith GI rod, canopy,
blades & regulator : 56" sweepEach 4.000
IE-7 NSI
Supply & Installation of 12" sweep, plastic body, Exhaust fan including all civil
works required for complete installation and of Asia/Climax/Pak fan made
including all labour and materials cable as required at site and as approved by the
Engineer Incharge. (Exaust fan will be fitted in proper steel frame along with wire
gauze at external side)
Each 4.000
IE-8 15-25 Supply and Erection girder clamp hook, 5/8" dia.for hanging ceiling fan Each 6.000
IE-9 15-61-aSupply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 14.000
IE-10 15-53Special Earthing of iron/metal clad switches etc with copper wire No. 8 SWG in GI
pipe 1/2" diaEach 1.000
E-11
15-71-d Supply and Erection single phase imported auto circuit breaker 30 Amp. Each 4.000
15-71-a Supply and Erection single phase imported auto circuit breaker 6 Amp Each 14.000
15-71-b Supply and Erection single phase imported auto circuit breaker 15 Amp Each 12.000
NSISupply and Erection Cubical Type Factory Fabricated floor/wall mounting steel
main board comp. : RecessedNo 1.000
Distribution Board:
Internal Electrification works Kohat BHU Parshai
Total Cost of Civil Works (PKR)
Page 7 of 29
IE-9 NSIProviding and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Labour room and recovery room)
No 2.000
NSIProviding and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Wash Room and Verandah)
No 2.000
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Sanitary 14-01-a
P/F: European type WC (ICI Boch or equivalent) i/c flush Tanki, P/Trap, Stop Cock,
Plastic Connection etc. Complete as per specification and instruction of Engineer
Incharge(Porta , Duur or equivalent )
Each 5.000
14-05-b-01 Providing and fixing glazed earthen WHB complte with pedistal white size 25" x 18" Each 3.000
14-27 Providing and fixing CP mixing valve for WHB/SHOWER Each 3.000
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 10.000
14-17P/F: of 22"x16"best quality 5mm mirror glass of approved quality. Complete in all
respect as per specification and instruction of Engineer incharge. Each 3.000
14.20 cP/F: best quality towel rail of approved quality as per specification and instruction
of engineer incharge Each 3.000
14.20 bP/F: best quality paper holder of approved quality as per specification and
instruction of engineer inchargeEach 5.000
14.20 aP/F: best quality plastic soap dish of approved quality as per specification and
instruction of engineer incharge Each 3.000
14-28-a Providing and Fixing gun metal peet / gate valve (screwed) 1" dia Each 6.000
14-31-bProviding and Fixing CI floor trap including CI grating & concrete chamber all round
: 4"x3"Each 2.000
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) RFt 800.000
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) RFt 500.000
14-69-b-03 P/F Fibre Glass Water Tank 500 gallons Each 3.000
Sewerage 14-70-aProviding and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 195.000
NSIProviding and Fixing of pipe type wind pipe system including testing in all respect
of 2 inch with capRft 110.000
14-37-c Supply and Fixing CI manhole cover with frame etc complete 25" dia Each 7.000
23-10 Construction of septic tank (7' x 2' x 5') complete in all respect) Each 2.000
23-11Construction of Soakage pit having 6 Rft dia and 10 Rft deep filled with brick and
brick linning at sideEach 2.000
NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
Each 8.000
S No. MRS Code 2017 Description Units Nos Length WidthHeight/Dep
th
Total
QuantitiesUnit Rate Total amount (PKR)
1 04-48-b Remove of extra material from roof Sft 1.000 42.000 21.000 882.000
2 10-15-e PCC (1:2:4) as screeding 2" thick Sft 1.000 42.000 21.000 882.000
3 11-09-b Cement sand mortor on walls in 1:4 CSM Sft 1.000 1480.000
4 10-15-eProvide & lay topping of concrete 1:2:4, including surface finishing & dividing in
panels : 2" thickSft 2.000 12.000 15.000 180.000
Total Cost of Electrical Works (PKR)
Water Supply and Sanitation Works Kohat BHU Parshai
Total Cost of Water Supply and Sanitation Works (PKR)
Rehabilitation Works Kohat BHU Parshai
Page 8 of 29
5 10-15-eProvide & lay topping of concrete 1:2:4, including surface finishing & dividing in
panels : 2" thickSft 2.000 11.000 12.000 132.000
6 13-05-c-01 & 02Painting old surfaces : Doors / windows any type First coat & one another coat. In
3 quarters and their boundary wallsSft 2.000 6.000 10.000 1200.000
7 04-24Repairing and fixing of old wooden door in pannels with chowkat, locks and polish
in wooden color completeSft 6.000 7.000 3.000 126.000
8 NSIRepair of external MS Grill repair with welding & replacement of broken/rusted
portions complete & prepared for paint jobSft 4.000 6.000 4.000 96.000
9 12-51Provide & fix GI wire gauze 22 SWG, 12x12 mesh per sq. in, fixed to steel window
completeSft 4.000 6.000 4.000 96.000
10 06-05-f PCC 1:2:4 in the open space of the BHU Cft 2.000 22.000 15.000 0.333 219.780
11 13-05-c-01 & 02Painting old surfaces : Doors / windows any type First coat & one another coat. In
3 quarters and their boundary wallsSft 3.000 340.000 10.000 1500.000
12 14-69-a-03 P/F Fibre Glass Water Tank 500 gallons Each 1.000 1.000 1.000
13 14-03-aProviding and Fixing glazed earthen ware WC squatting type with built-in foot rests
: WhiteNo 2.000 2.000 4.000
14 14-05-a-02 Providing and Fixing glazed earthen ware WHB complete No 2.000 4.000 8.000
15 14-31-b Floor Trap complete with fitting No 2.000 2.000 4.000
16 23-02-a Providing and Laying non-reinforced concrete pipe Rft 2.000 80.000 160.000
17 14-81-aSupply and fixing of 3.0 HP Monoblock water pump 1.5"x1.5" size 5 stage DE-S5
model single phase for 220 ft head with all accessories.No 1.000 1.000 1.000
18 24-02-d-01Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 8" i/dNo 1.000 150.000 150.000
19 24-12-c-01Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 6" i/dRft 1.000 -38.000 -38.000
20 24-09-c-0Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 6" i/dRft 1.000 39.000 39.000
21 24-14Shrouding with graded pack grave 3/8" to 1/8" around
tubewell in bore holeCft 1.000 60.000 60.000
22 24-30-a-01Providing and Laying HDPE pipe Din-/Din-/ISO-4427
incl testing & disinfect complete (20mm diaRft 1.000 160.000 160.000
23 24-16-c-02Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 3/4" i/d Rft 1.000 90.000 90.000
24 11-09-b Plaster on the walls in 1:4 CSM Cft 1.000 200.000 0.750 3.000 450.000
25 NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
No 8.000 8.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 376.000
2 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.Cft 62.000
3 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 86.760
Total Cost of Rehabilitation Works (PKR)
Waiting Shed Kohat BHU Parshai
Page 9 of 29
4 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 0.350
5 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat, one layer polythene and one
coat bitumen ( 2" thick)Sft 39.550
6 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 164.500
7 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 242.440
8 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 735.000
913-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 735.000
10 10-03-aProvding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 160.000
11 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 52.800
12 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 160.000
13 24-16-c-08 Extra for providing /fixing approved quality rim locks : local Rft 36.000
14 NSI P/L, cut, joint, test and disinfect MS pipe 1.5" X 2" Rft 100.000
15 9--13--C S/F corrugated GI sheet with GI bolt,nuts,limpite 24 BWG Sft 216.000
16 06-05-hP/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 34.980
17 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 1.000
1815-05-e
Supply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 75.000
19 15-81 Supply and fixing 20 ampere power pluge Each 1.000
20 15-78 Supply and Fixing bracket fan pak made complete Each 2.000
2115-61-a
Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 2.000
22 NSI Benches for Patients. No 2.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 2174.000
2 26-15 Spraying anti-termite liquid mixed with water in ration of 1:40 Sft 1000.000
Total Cost of Waiting Shed (PKR)Grand Total for Kohat BHU Parshai (PKR)
Civil Works Kohat BHU Togh Bala
Page 10 of 29
3 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.
Cft 343.338
4 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 1352.720
5 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strength) of any
size and diameter including straightening , bending, placing, binding in position
with binding wire, placing spacers. Complete in all respects as per specification and
instruction of Engineer incharge.
M.Ton 5.438
6 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat , one layer polythene and
one coat bitumen ( 2" thick)Sft 147.225
7 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 569.625
8 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 1126.922
9 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 5023.969
1013-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 5023.969
11 10-03-a
Provding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 540.813
12 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 245.149
13 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 1435.938
14 12-07-aFirst class doadar wood wrought joinery in doors and window etc complete : 2 inch
thickSft 105.000
15 12-20-a-02 Extra for providing /fixing approved quality rim locks : local Nos 4.000
16 12-56-a
Supply and fixing MS sheet 16 gauge (10 x 2 inches)box type chowkat including
fixing and position with all charges for hold fast hinges and paint etc complete in all
respect as per drawings and as per specification as directed by engineer incharge
Rft 151.000
17 25-39-b-03
Providing and fixing steel window 18 gauge with openable glazed panels with 22
SWG wire gauze glass pane 3 mm including grill complete in all respect as per
drawings and specification and as per directed by the engineer incharge
Sft 111.000
Page 11 of 29
18 12-49Curtain railing to doors and windows comprising toso-elite japanees railing or
equivalent inclunding paintRft 18.000
19 NSI Provision and fixing of blind to windows as per direction of engineer incharge Sft 144.000
20 24-17-a-01
Supply and fixing of aproved AC building pipe Class , 80mm with pigot and socket
joints and hexagonal head for rain water including jointing and suport MS Plate
19mm x 6mm @ 1m apart. Complet in all respect and in accordance with
specification and instruction of the Engineer Incharge.
Rft 26.000
21 09--05
Supply and fixing of one lyer of brick tile (300mm x 150mm) x 50mm flat brick on
roof, bedded, joint and pointed in CM 1: 3: over 4" (avrage), one coat of hot
bitumen (10 - 15 grade) and one lyer of approve polythene sheet. Complet in all
respect and in accordance with specification and instruction of the Engineer
Incharge.
Sft 1120.000
22 06-05-h
P/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 43.560
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
IE-1 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 16.000
IE-2 15-05-eSupply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 400.000
IE-3 15-81 Supply and fixing 20 ampere power pluge Each 4.000
IE-4 15-82 Supply and fixing 30 ampere power pluge Each 8.000
IE-5 15-83 Supply and fixing 10 ampere power pluge Each 6.000
IE-6 15-68-cSupply and Erection best quality AC ceiling fan completewith GI rod, canopy,
blades & regulator : 56" sweepEach 4.000
IE-7 NSI
Supply & Installation of 12" sweep, plastic body, Exhaust fan including all civil
works required for complete installation and of Asia/Climax/Pak fan made
including all labour and materials cable as required at site and as approved by the
Engineer Incharge. (Exaust fan will be fitted in proper steel frame along with wire
gauze at external side)
Each 4.000
IE-8 15-25 Supply and Erection girder clamp hook, 5/8" dia.for hanging ceiling fan Each 6.000
IE-9 15-61-aSupply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 10.000
IE-10 15-53Special Earthing of iron/metal clad switches etc with copper wire No. 8 SWG in GI
pipe 1/2" diaEach 1.000
E-11
15-71-d Supply and Erection single phase imported auto circuit breaker 30 Amp. Each 4.000
15-71-a Supply and Erection single phase imported auto circuit breaker 6 Amp Each 14.000
15-71-b Supply and Erection single phase imported auto circuit breaker 15 Amp Each 12.000
NSISupply and Erection Cubical Type Factory Fabricated floor/wall mounting steel
main board comp. : RecessedNo 1.000
IE-9 NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Labour room and recovery room)
No 2.000
NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Wash Room and Verandah)
No 2.000
Total Cost of Civil Works (PKR)
Internal Electrification works Kohat BHU Togh Bala
Distribution Board:
Total Cost of Electrical Works (PKR)
Page 12 of 29
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Sanitary 14-01-a
P/F: European type WC (ICI Boch or equivalent) i/c flush Tanki, P/Trap, Stop Cock,
Plastic Connection etc. Complete as per specification and instruction of Engineer
Incharge(Porta , Duur or equivalent )
Each 5.000
14-05-b-01 Providing and fixing glazed earthen WHB complte with pedistal white size 25" x 18" Each 3.000
14-27 Providing and fixing CP mixing valve for WHB/SHOWER Each 3.000
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 10.000
14-17P/F: of 22"x16"best quality 5mm mirror glass of approved quality. Complete in all
respect as per specification and instruction of Engineer incharge. Each 3.000
14.20 cP/F: best quality towel rail of approved quality as per specification and instruction
of engineer incharge Each 3.000
14.20 bP/F: best quality paper holder of approved quality as per specification and
instruction of engineer inchargeEach 5.000
14.20 aP/F: best quality plastic soap dish of approved quality as per specification and
instruction of engineer incharge Each 3.000
14-28-a Providing and Fixing gun metal peet / gate valve (screwed) 1" dia Each 6.000
14-31-bProviding and Fixing CI floor trap including CI grating & concrete chamber all round
: 4"x3"Each 2.000
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) RFt 800.000
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) RFt 500.000
14-69-b-03 P/F Fibre Glass Water Tank 500 gallons Each 3.000
Sewerage 14-70-aProviding and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 195.000
NSIProviding and Fixing of pipe type wind pipe system including testing in all respect
of 2 inch with capRft 110.000
14-37-c Supply and Fixing CI manhole cover with frame etc complete 25" dia Each 7.000
23-10 Construction of septic tank (7' x 2' x 5') complete in all respect) Each 2.000
23-11Construction of Soakage pit having 6 Rft dia and 10 Rft deep filled with brick and
brick linning at sideEach 2.000
NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
Each 8.000
S No. MRS Code 2017 Description Units Nos Length WidthHeight/Dep
th
Total
QuantitiesUnit Rate Total amount (PKR)
1 13-05-c-01 & 02Painting old surfaces : Doors / windows any type First coat & one another coat. In
3 quarters and their boundary wallsSft 1.000 1800.000
2 12-51Provide & fix GI wire gauze 22 SWG, 12x12 mesh per sq. in, fixed to steel window
completeSft 4.000 6.000 4.000 96.000
3 06-05-f PCC 1:2:4 in the open space of the BHU Cft 2.000 22.000 15.000 0.333 219.780
4 15-02-a-06Supply and Erection PVC pipe for wiring purpose complete On surface including
clamps etc: 2" i/dRft 2.000 250.000 500.000
5 15-05-a Supply and Erection single core PVC insulated copper conductor 3/29 V grade cable Rft 2.000 500.000 1000.000
6 15-05-fSupply and Erection single core PVC insulated copper conductor 250/440 V grade
cable : 7/0.064"Rft 2.000 100.000 200.000
7 15-18-a Supply and Erection switches 10/15 Amp : Open type Each 2.000 4.000 8.000
8 15-80 Supply and Fixing dimmer switch complete Each 2.000 3.000 6.000
Water Supply and Sanitation Works Kohat BHU Togh Bala
Total Cost of Water Supply and Sanitation Works (PKR)
Rehabilitation Works Kohat BHU Togh Bala
Page 13 of 29
9 15-68-cSupply and Erection best quality AC ceiling fan completewith GI rod, canopy,
blades & regulator : 56" sweepEach 4.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 376.000
2 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.Cft 62.000
3 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 86.760
4 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 0.350
5 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat, one layer polythene and one
coat bitumen ( 2" thick)Sft 39.550
6 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 164.500
7 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 242.440
8 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 735.000
913-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 735.000
10 10-03-aProvding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 160.000
11 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 52.800
12 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 160.000
13 24-16-c-08 Extra for providing /fixing approved quality rim locks : local Rft 36.000
14 NSI P/L, cut, joint, test and disinfect MS pipe 1.5" X 2" Rft 100.000
15 9--13--C S/F corrugated GI sheet with GI bolt,nuts,limpite 24 BWG Sft 216.000
Total Cost of Rehabilitation Works (PKR)
Waiting Shed Kohat BHU Togh Bala
Page 14 of 29
16 06-05-hP/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 34.980
17 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 1.000
1815-05-e
Supply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 75.000
19 15-81 Supply and fixing 20 ampere power pluge Each 1.000
20 15-78 Supply and Fixing bracket fan pak made complete Each 2.000
2115-61-a
Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 2.000
22 NSI Benches for Patients. No 2.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 2174.000
2 26-15 Spraying anti-termite liquid mixed with water in ration of 1:40 Sft 1000.000
3 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.
Cft 343.338
4 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
icharge.
Cft 1352.720
06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 5.438
5 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat , one layer polythene and
one coat bitumen ( 2" thick)Sft 147.225
6 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 569.625
7 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 1126.922
8 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 5023.969
Grand Total for Kohat BHU Togh Bala (PKR)
Civil Works Kohat BHU Bazid Khel
Total Cost of Waiting Shed (PKR)
Page 15 of 29
9 13-30-a + 2 x 13-30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 5023.969
10 10-03-a
Provding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 540.813
11 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 245.149
12 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 1435.938
13 12-07-aFirst class doadar wood wrought joinery in doors and window etc complete : 2 inch
thickSft 105.000
14 12-20-a-02 Extra for providing /fixing approved quality rim locks : local Nos 4.000
15 12-56-a
Supply and fixing MS sheet 16 gauge (10 x 2 inches)box type chowkat including
fixing and position with all charges for hold fast hinges and paint etc complete in all
respect as per drawings and as per specification as directed by engineer incharge
Rft 151.000
16 25-39-b-03
Providing and fixing steel window 18 gauge with openable glazed panels with 22
SWG wire gauze glass pane 3 mm including grill complete in all respect as per
drawings and specification and as per directed by the engineer incharge
Sft 111.000
17 12-49Curtain railing to doors and windows comprising toso-elite japanees railing or
equivalent inclunding paintRft 18.000
18 NSI Provision and fixing of blind to windows as per direction of engineer incharge Sft 144.000
19 24-17-a-01
Supply and fixing of aproved AC building pipe Class , 80mm with pigot and socket
joints and hexagonal head for rain water including jointing and suport MS Plate
19mm x 6mm @ 1m apart. Complet in all respect and in accordance with
specification and instruction of the Engineer Incharge.
Rft 26.000
20 09--05
Supply and fixing of one lyer of brick tile (300mm x 150mm) x 50mm flat brick on
roof, bedded, joint and pointed in CM 1: 3: over 4" (avrage), one coat of hot
bitumen (10 - 15 grade) and one lyer of approve polythene sheet. Complet in all
respect and in accordance with specification and instruction of the Engineer
Incharge.
Sft 1120.000
21 06-05-h
P/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 43.560
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 2117.000
2 26-15 Spraying anti-termite liquid mixed with water in ration of 1:40 Sft 882.000
3 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.
Cft 259.875
Total Cost of Civil Works (PKR)
Civil Works Kohat BHU Bazid Khel (New Building)
Page 16 of 29
4 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
icharge.
Cft 1225.190
5 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 4.925
6 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat , one layer polythene and
one coat bitumen ( 2" thick)Sft 217.954
7 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 1625.438
8 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 1220.016
9 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 6880.641
10 13-30-a + 2 x 13-30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 6880.641
11 10-03-a
Provding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 790.500
12 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 260.865
13 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 961.063
14 12-07-aFirst class doadar wood wrought joinery in doors and window etc complete : 2 inch
thickSft 147.000
15 12-20-a-02 Extra for providing /fixing approved quality rim locks : local Nos 6.000
16 12-56-a
Supply and fixing MS sheet 16 gauge (10 x 2 inches)box type chowkat including
fixing and position with all charges for hold fast hinges and paint etc complete in all
respect as per drawings and as per specification as directed by engineer incharge
Rft 169.000
17 25-39-b-03
Providing and fixing steel window 18 gauge with openable glazed panels with 22
SWG wire gauze glass pane 3 mm including grill complete in all respect as per
drawings and specification and as per directed by the engineer incharge
Sft 80.000
18 12-49Curtain railing to doors and windows comprising toso-elite japanees railing or
equivalent inclunding paintRft 18.000
19 NSI Provision and fixing of blind to windows as per direction of engineer incharge Sft 216.000
Page 17 of 29
20 24-17
Supply and fixing of aproved AC building pipe Class , 80mm with pigot and socket
joints and hexagonal head for rain water including jointing and suport MS Plate
19mm x 6mm @ 1m apart. Complet in all respect and in accordance with
specification and instruction of the Engineer Incharge.
Rft 78.000
21 09---5
Supply and fixing of one lyer of brick tile (300mm x 150mm) x 50mm flat brick on
roof, bedded, joint and pointed in CM 1: 3: over 4" (avrage), one coat of hot
bitumen (10 - 15 grade) and one lyer of approve polythene sheet. Complet in all
respect and in accordance with specification and instruction of the Engineer
Incharge.
Sft 882.000
22 06-05---H
P/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 122.000
S. NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
IE-1 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 32.000
IE-2 15-05-eSupply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 850.000
IE-3 15-81 Supply and fixing 20 ampere power pluge Each 8.000
IE-4 15-82 Supply and fixing 30 ampere power pluge Each 16.000
IE-5 15-83 Supply and fixing 10 ampere power pluge Each 12.000
IE-6 15-68-cSupply and Erection best quality AC ceiling fan completewith GI rod, canopy,
blades & regulator : 56" sweepEach 10.000
IE-7 NSI
Supply & Installation of 12" sweep, plastic body, Exhaust fan including all civil
works required for complete installation and of Asia/Climax/Pak fan made
including all labour and materials cable as required at site and as approved by the
Engineer Incharge. (Exaust fan will be fitted in proper steel frame along with wire
gauze at external side)
Each 12.000
IE-8 15-25 Supply and Erection girder clamp hook, 5/8" dia.for hanging ceiling fan Each 12.000
IE-9 15-61-aSupply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 28.000
IE-10 15-53Special Earthing of iron/metal clad switches etc with copper wire No. 8 SWG in GI
pipe 1/2" diaEach 2.000
E-11 Distribution Board:
15-71-d Supply and Erection single phase imported auto circuit breaker 30 Amp. Each 8.000
15-71-a Supply and Erection single phase imported auto circuit breaker 6 Amp Each 28.000
15-71-b Supply and Erection single phase imported auto circuit breaker 15 Amp Each 24.000
NSISupply and Erection Cubical Type Factory Fabricated floor/wall mounting steel
main board comp. : RecessedNo 2.000
IE-9 NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Labour room and recovery room)
No 4.000
NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Wash Room and Verandah)
No 4.000
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Internal Electrification works Kohat BHU Bazid Khel
Total Cost of Civil Works (New Building) (PKR)
Total Cost of Electrical Works (PKR)
Water Supply and Sanitation Works Kohat BHU Bazid Khel
Page 18 of 29
Sanitary
14-01-a
P/F: European type WC (ICI Boch or equivalent) i/c flush Tanki, P/Trap, Stop Cock,
Plastic Connection etc. Complete as per specification and instruction of Engineer
Incharge(Porta , Duur or equivalent )
Each 5.000
14-05-b-01Providing and fixing glazed earthen WHB complte with pedistal white size 25" x 18"
Each 3.000
14-27 Providing and fixing CP mixing valve for WHB/SHOWER Each 3.000
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 10.000
14-17P/F: of 22"x16"best quality 5mm mirror glass of approved quality. Complete in all
respect as per specification and instruction of Engineer incharge. Each 3.000
14.20 cP/F: best quality towel rail of approved quality as per specification and instruction
of engineer incharge Each 3.000
14.20 bP/F: best quality paper holder of approved quality as per specification and
instruction of engineer inchargeEach 5.000
14.20 aP/F: best quality plastic soap dish of approved quality as per specification and
instruction of engineer incharge Each 3.000
14-28-a Providing and Fixing gun metal peet / gate valve (screwed) 1" dia Each 6.000
14-31-bProviding and Fixing CI floor trap including CI grating & concrete chamber all round
: 4"x3"Each 2.000
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) RFt 890.000
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) RFt 500.000
14-69-b-03 P/F Fibre Glass Water Tank 400 gallons Each 3.000
Sewerage14-70-a
Providing and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 225.000
NSIProviding and Fixing of pipe type wind pipe system including testing in all respect
of 2 inch with capRft 110.000
14-37-c Supply and Fixing CI manhole cover with frame etc complete 25" dia Each 7.000
23-10 Construction of septic tank (7' x 2' x 5') complete in all respect) Each 2.000
23-11Construction of Soakage pit having 6 Rft dia and 10 Rft deep filled with brick and
brick linning at sideEach 2.000
NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
Each 8.000
S No. MRS Code 2017 Description Units Nos Length WidthHeight/Dep
th
Total
QuantitiesUnit Rate Total amount (PKR)
117-10-b-01 4" thick PCC lining, using washed screened &
graded/curshed stone aggregate : On slope : Ratio 1:2:4 for wall Cft 2.000 300.000 0.330 0.500 99.000
2 11-08-a Cement plaster 1:3 upto 20' height 3/8" thick Sft 2.000 250.000 2.500 1250.000
3 07-05-a-05 Pacca brick work in ground floor Cement, sand mortar 1:6 Cft 1.000 250.000 0.750 2.500 468.750
413-05-a-01+2x 13-
05-a-02
Painting old corrugated surfaces, pent roofing etc. with oil first and subsequent
coatSft 2.000 8.000 6.000 0.000 96.000
3 14-81-aSupply and fixing of 3.0 HP Monoblock water pump 1.5"x1.5" size 5 stage DE-S5
model single phase for 220 ft head with all accessories.No 1.000 1.000 1.000
4 24-02-d-01Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 8" i/dNo 1.000 150.000 150.000
5 24-12-c-01Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 6" i/dRft 1.000 -38.000 -38.000
6 24-09-c-0Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 6" i/dRft 1.000 39.000 39.000
Rehabilitation Works Kohat BHU Bazid Khel
Total Cost of Water Supply and Sanitation Works (PKR)
Page 19 of 29
7 24-14Shrouding with graded pack grave 3/8" to 1/8" around
tubewell in bore holeCft 1.000 60.000 60.000
8 24-30-a-01Providing and Laying HDPE pipe Din-/Din-/ISO-4427
incl testing & disinfect complete (20mm diaRft 1.000 160.000 160.000
9 24-16-c-02Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 3/4" i/d Rft 1.000 90.000 90.000
12 14-69-a-03 P/F Fibre Glass Water Tank 500 gallons Each 1.000 1.000 1.000
13 14-03-aProviding and Fixing glazed earthen ware WC squatting type with built-in foot rests
: WhiteNo 2.000 2.000 4.000
14 14-05-a-02 Providing and Fixing glazed earthen ware WHB complete No 2.000 4.000 2.000
15 14-31-b Floor Trap complete with fitting No 2.000 2.000 4.000
17 23-02-a Providing and Laying non-reinforced concrete pipe Rft 2.000 80.000 160.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 376.000
2 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.Cft 62.000
3 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 86.760
4 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 0.350
5 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat, one layer polythene and one
coat bitumen ( 2" thick)Sft 39.550
6 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 164.500
7 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 242.440
8 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 735.000
913-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 735.000
Total Cost of Rehabilitation Works (PKR)
Waiting Shed Kohat BHU Bazid Khel
Page 20 of 29
10 10-03-aProvding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 160.000
11 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 52.800
12 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 160.000
13 24-16-c-08 Extra for providing /fixing approved quality rim locks : local Rft 36.000
14 NSI P/L, cut, joint, test and disinfect MS pipe 1.5" X 2" Rft 100.000
15 9--13--C S/F corrugated GI sheet with GI bolt,nuts,limpite 24 BWG Sft 216.000
16 06-05-hP/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 34.980
17 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 1.000
1815-05-e
Supply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 75.000
19 15-81 Supply and fixing 20 ampere power pluge Each 1.000
20 15-78 Supply and Fixing bracket fan pak made complete Each 2.000
2115-61-a
Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 2.000
22 NSI Benches for Patients. No 2.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 2117.000
2 26-15 Spraying anti-termite liquid mixed with water in ration of 1:40 Sft 882.000
3 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.
Cft 259.875
4 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
icharge.
Cft 1225.190
5 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 4.925
6 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat , one layer polythene and
one coat bitumen ( 2" thick)Sft 217.954
7 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 1625.438
Total Cost of Waiting Shed (PKR)
Grand Total for Kohat BHU Bazid Khel (PKR)
Civil Works Kohat RHC Gumbat
Page 21 of 29
8 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 1220.016
9 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 6880.641
10 13-30-a + 2 x 13-30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 6880.641
11 10-03-a
Provding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 790.500
12 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 260.865
13 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 961.063
14 12-07-aFirst class doadar wood wrought joinery in doors and window etc complete : 2 inch
thickSft 147.000
15 12-20-a-02 Extra for providing /fixing approved quality rim locks : local Nos 6.000
16 12-56-a
Supply and fixing MS sheet 16 gauge (10 x 2 inches)box type chowkat including
fixing and position with all charges for hold fast hinges and paint etc complete in all
respect as per drawings and as per specification as directed by engineer incharge
Rft 169.000
17 25-39-b-03
Providing and fixing steel window 18 gauge with openable glazed panels with 22
SWG wire gauze glass pane 3 mm including grill complete in all respect as per
drawings and specification and as per directed by the engineer incharge
Sft 80.000
18 12-49Curtain railing to doors and windows comprising toso-elite japanees railing or
equivalent inclunding paintRft 18.000
19 NSI Provision and fixing of blind to windows as per direction of engineer incharge Sft 216.000
20 24-17
Supply and fixing of aproved AC building pipe Class , 80mm with pigot and socket
joints and hexagonal head for rain water including jointing and suport MS Plate
19mm x 6mm @ 1m apart. Complet in all respect and in accordance with
specification and instruction of the Engineer Incharge.
Rft 78.000
21 09---5
Supply and fixing of one lyer of brick tile (300mm x 150mm) x 50mm flat brick on
roof, bedded, joint and pointed in CM 1: 3: over 4" (avrage), one coat of hot
bitumen (10 - 15 grade) and one lyer of approve polythene sheet. Complet in all
respect and in accordance with specification and instruction of the Engineer
Incharge.
Sft 882.000
22 06-05---H
P/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 122.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
IE-1 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 16.000
Total Cost of Civil Works (PKR)
Internal Electrification works Kohat RHC Gumbat
Page 22 of 29
IE-2 15-05-eSupply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 400.000
IE-3 15-81 Supply and fixing 20 ampere power pluge Each 4.000
IE-4 15-82 Supply and fixing 30 ampere power pluge Each 8.000
IE-5 15-83 Supply and fixing 10 ampere power pluge Each 6.000
IE-6 15-68-cSupply and Erection best quality AC ceiling fan completewith GI rod, canopy,
blades & regulator : 56" sweepEach 4.000
IE-7 NSI
Supply & Installation of 12" sweep, plastic body, Exhaust fan including all civil
works required for complete installation and of Asia/Climax/Pak fan made
including all labour and materials cable as required at site and as approved by the
Engineer Incharge. (Exaust fan will be fitted in proper steel frame along with wire
gauze at external side)
Each 4.000
IE-8 15-25 Supply and Erection girder clamp hook, 5/8" dia.for hanging ceiling fan Each 6.000
IE-9 15-61-aSupply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 10.000
IE-10 15-53Special Earthing of iron/metal clad switches etc with copper wire No. 8 SWG in GI
pipe 1/2" diaEach 1.000
E-11
15-71-d Supply and Erection single phase imported auto circuit breaker 30 Amp. Each 4.000
15-71-a Supply and Erection single phase imported auto circuit breaker 6 Amp Each 14.000
15-71-b Supply and Erection single phase imported auto circuit breaker 15 Amp Each 12.000
NSISupply and Erection Cubical Type Factory Fabricated floor/wall mounting steel
main board comp. : RecessedNo 1.000
IE-9 NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Labour room and recovery room)
No 2.000
NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Wash Room and Verandah)
No 2.000
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Sanitary 14-01-a
P/F: European type WC (ICI Boch or equivalent) i/c flush Tanki, P/Trap, Stop Cock,
Plastic Connection etc. Complete as per specification and instruction of Engineer
Incharge(Porta , Duur or equivalent )
Each 5.000
14-05-b-01 Providing and fixing glazed earthen WHB complte with pedistal white size 25" x 18" Each 3.000
14-27 Providing and fixing CP mixing valve for WHB/SHOWER Each 3.000
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 10.000
14-17P/F: of 22"x16"best quality 5mm mirror glass of approved quality. Complete in all
respect as per specification and instruction of Engineer incharge. Each 3.000
14.20 cP/F: best quality towel rail of approved quality as per specification and instruction
of engineer incharge Each 3.000
14.20 bP/F: best quality paper holder of approved quality as per specification and
instruction of engineer inchargeEach 5.000
14.20 aP/F: best quality plastic soap dish of approved quality as per specification and
instruction of engineer incharge Each 3.000
14-28-a Providing and Fixing gun metal peet / gate valve (screwed) 1" dia Each 6.000
14-31-bProviding and Fixing CI floor trap including CI grating & concrete chamber all round
: 4"x3"Each 2.000
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) RFt 800.000
Distribution Board:
Total Cost of Electrical Works (PKR)
Water Supply and Sanitation Works Kohat RHC Gumbat
Page 23 of 29
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) RFt 500.000
14-69-b-03 P/F Fibre Glass Water Tank 400 gallons Each 3.000
Sewerage 14-70-aProviding and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 195.000
NSIProviding and Fixing of pipe type wind pipe system including testing in all respect
of 2 inch with capRft 110.000
14-37-c Supply and Fixing CI manhole cover with frame etc complete 25" dia Each 7.000
23-10 Septic Tank (int.Size: 7'x2'x5') complete Each 1.000
23-11Construction of Soakage pit having 6 Rft dia and 15 Rft deep filled with brick and
brick linning at sideEach 1.000
NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
Each 8.000
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Foundation 03-23-d Excavation in foundation of building, bridges etc complete : in shingle/gravel Cft 145.000
26-15 Spraying anti-termite liquid mixed with water in the ratio of 1:40 Sft 220.500
03-60-c Structural backfill using Common Material available at Cft 68.910
06-05-fPlain Cement Concrete including placing, compacting, finishing & curing (Ratio
1:2:4)Cft 36.750
06-07-cSupply & fabricate M.S. reinforcement for cement concrete (Hot rolled deformed
bars Grade 40)Ton 0.142
07-04-a-05 Pacca brick work in foundation and plinth in Cement, sand mortar 1:6 Cft 88.770
Walls 06-22-a-02Damp proof course of cem. conc. 1:2:4 including bitumen coat, 1 layer polythene &
1 coat bitumen (2" thick)Sft 24.380
07-05-a-05 Pacca brick work in ground floor Cement, sand mortar 1:6 Cft 133.970
06-06-a-03RCC in roof slab, beam, column & other structural members, insitu or precast. Type
C (1:2:4)Cft 52.060
11-09-b Cement plaster 1:4 upto 20' height 1/2" thick Sft 578.130
11-10-c Cement plaster 3/8" thick under soffit of RCC roof slabs only upto 20' height : (1:4) Sft 50.000
10-39Glazed tile dado 1/4" thick in pigment over 1:2 c/s mortar 3/4" thick including
finishing completeSft 130.000
11-22 &
11-23-a-03Priming coat of chalk under distemper & Distempering New surface : Three coats Sft 108.000
13-06-c-01,
13-06-c-02
Prepare & Paint new surface, doors & windows Priming Coat& then subsequent
coat of paintSft 92.000
13-38-a &
13-38-b
Preparing surface & painting with snowcem / weathershield paint : First coat, 2nd
& subsequent coatsSft 437.130
Floors 10-03-a Provide, lay, water & ram clean coarse sand under floor /brick paving, complete Cft 13.330
10-15-eProvide & lay topping of concrete 1:2:4, including surface finishing & dividing in
panels : 2" thickSft 40.000
10-24Lay floor of white glazed tile 1/4" thick in white cement 1:2 over 3/4" thick cement
mortar 1:2Sft 40.000
Roof
Treatment09-01
First class tile roofing including earth, mud plaster, gobri leeping, cement plaster
etc completeSft 43.000
09-122 coats of bitumen laid hot using 34 lbs. for %sft over roof & blinded with sand at 1
cft per % sftSft 43.000
Total Cost of Water Supply and Sanitation Works (PKR)
2 Unit Typical Toilet Blocks Kohat RHC Gumbat
Page 24 of 29
NSI Providing & laying Polythene sheet over bitumen for water proofing on roof Sft 43.000
14-70-bProviding and Fixing of pipe type B nikasi system including testing in all respect 75
mm (using dadex, or eq)Rft 39.000
Doors/
WindowsNSI
Providing and Fixing steel doors 18 gauge with or without Glass pane 5mm
complete with all accessoriesSft 40.000
25-39-b-05Providing and Fixing steel windows 18 gauge with openable glazed panels With 22
SWG wire gauze : Glass pane 5mmSft 6.000
Internal
Electrification15-02-a-02
Supply and Erection PVC pipe for wiring purpose complete On surface including
clamps etc: 3/4" i/dRft 40.000
15-05-aSupply and Erection single core PVC insulated copper conductor 250/440 V grade
cable : 3/0.029"Rft 60.000
15-05-cSupply and Erection single core PVC insulated copper conductor 250/440 V grade
cable : 7/0.029"Rft 100.000
15-18-a Supply and Erection switches 10/15 Amp : Open type Each 3.000
NSI Providing and fixing of wall holder with 23 watt Philips energy saver Each 3.000
Sanitary 14-03-aProviding and Fixing glazed earthen ware WC squatting type with built-in foot rests
: WhiteEach 2.000
14-10-aProviding and Fixing glazed earthen ware low down flushing cistern 3 gallons
capacity : WhiteEach 2.000
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 2.000
14-25 Providing and Fixing 1/2" CP tee stop cock Each 2.000
14-28-a Providing and Fixing gun metal peet / gate valve (screwed) 1" dia Each 1.000
14-31-bProviding and Fixing CI floor trap including CI grating & concrete chamber all round
: 4"x3"Each 2.000
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) RFt 40.000
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) RFt 40.000
14-69-a-01 P/F Fibre Glass Water Tank 300 gallons Each 1.000
Sewerage 14-70-aProviding and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 39.000
14-37-c Supply and Fixing CI manhole cover with frame etc complete 25" dia Each 4.000
NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
Each 4.000
Plinth
ProtectionNSI
Providing and laying of plinth protection of 4" thick PCC 1:2:4 in panels with marble
patti completeSft 45.000
Sub Head MSR 2017 Description Units Nos Length WidthHeight/Dep
th
Total
QuantitiesUnit Rate Total amount
Water Bore 14-81-aSupply and fixing of 3.0 HP Monoblock water pump 1.5"x1.5" size 5 stage DE-S5
model single phase for 220 ft head with all accessories.No 1.000 1.000 1.000
24-02-d-01Tubewell boring in all soils except shingle/rock From 300'
to 400' below ground : 8" i/dNo 1.000 150.000 150.000
24-12-c-01Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'D' working pressure : 6" i/dRft 1.000 -38.000 -38.000
24-09-c-0Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 6" i/dRft 1.000 39.000 39.000
24-14Shrouding with graded pack grave 3/8" to 1/8" around
tubewell in bore holeCft 1.000 60.000 60.000
Water Bore Works Kohat RHC Gumbat
Total Cost of Typical 2 Unit Toilet Block (PKR)
Total Cost of Typical 4 Unit Toilet Block (PKR)
Page 25 of 29
24-30-a-01Providing and Laying HDPE pipe Din-/Din-/ISO-4427
incl testing & disinfect complete (20mm diaRft 1.000 160.000 160.000
24-16-c-02Providing and Laying cut, joint, test & disinfect GI pipe
line Using light quality GI Pipe : 3/4" i/d Rft 1.000 90.000 90.000
Water Tank 14-69-a-03 P/F Fibre Glass Water Tank 500 gallons Each 1.000 1.000 0.000 2.000
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
IE-1 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 16.000
IE-3 15-81 Supply and fixing 20 ampere power pluge Each 4.000
IE-4 15-82 Supply and fixing 30 ampere power pluge Each 8.000
IE-5 15-83 Supply and fixing 10 ampere power pluge Each 6.000
IE-8 15-25 Supply and Erection girder clamp hook, 5/8" dia.for hanging ceiling fan Each 5.000
IE-9 15-61-aSupply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 14.000
E-11 Distribution Board:
15-71-d Supply and Erection single phase imported auto circuit breaker 30 Amp. Each 6.000
15-71-a Supply and Erection single phase imported auto circuit breaker 6 Amp Each 14.000
15-71-b Supply and Erection single phase imported auto circuit breaker 15 Amp Each 12.000
NSI
Providing and fixing of distribution board along with best quality electric button
and dimmer complete with all accesoories as recommended by the Engineer
Incharge (Wash Room and Verandah)
No 2.000
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Foundation 03-23-d Excavation in foundation of building, bridges etc complete : in shingle/gravel Cft 145.000
26-15 Spraying anti-termite liquid mixed with water in the ratio of 1:40 Sft 220.500
03-60-c Structural backfill using Common Material available at Cft 68.910
06-05-fPlain Cement Concrete including placing, compacting, finishing & curing (Ratio
1:2:4)Cft 36.750
06-07-cSupply & fabricate M.S. reinforcement for cement concrete (Hot rolled deformed
bars Grade 40)Ton 0.142
07-04-a-05 Pacca brick work in foundation and plinth in Cement, sand mortar 1:6 Cft 88.770
Walls 06-22-a-02Damp proof course of cem. conc. 1:2:4 including bitumen coat, 1 layer polythene &
1 coat bitumen (2" thick)Sft 24.380
07-05-a-05 Pacca brick work in ground floor Cement, sand mortar 1:6 Cft 133.970
06-06-a-03RCC in roof slab, beam, column & other structural members, insitu or precast. Type
C (1:2:4)Cft 52.060
11-09-b Cement plaster 1:4 upto 20' height 1/2" thick Sft 578.130
11-10-c Cement plaster 3/8" thick under soffit of RCC roof slabs only upto 20' height : (1:4) Sft 50.000
10-39Glazed tile dado 1/4" thick in pigment over 1:2 c/s mortar 3/4" thick including
finishing completeSft 130.000
11-22 &
11-23-a-03Priming coat of chalk under distemper & Distempering New surface : Three coats Sft 108.000
13-06-c-01,
13-06-c-02
Prepare & Paint new surface, doors & windows Priming Coat& then subsequent
coat of paintSft 92.000
Internal Electrification works Kohat RHC Bilitang
2 Unit Typical Toilet Blocks Kohat RHC Bilitang
Total Cost of Electrical Works (PKR)
Total Cost of Water Bore Works (PKR)
Grand Total for Kohat RHC Gumbat (PKR)
Page 26 of 29
13-38-a &
13-38-b
Preparing surface & painting with snowcem / weathershield paint : First coat, 2nd
& subsequent coatsSft 437.130
Floors 10-03-a Provide, lay, water & ram clean coarse sand under floor /brick paving, complete Cft 13.330
10-15-eProvide & lay topping of concrete 1:2:4, including surface finishing & dividing in
panels : 2" thickSft 40.000
10-24Lay floor of white glazed tile 1/4" thick in white cement 1:2 over 3/4" thick cement
mortar 1:2Sft 40.000
Roof
Treatment09-01
First class tile roofing including earth, mud plaster, gobri leeping, cement plaster
etc completeSft 43.000
09-122 coats of bitumen laid hot using 34 lbs. for %sft over roof & blinded with sand at 1
cft per % sftSft 43.000
NSI Providing & laying Polythene sheet over bitumen for water proofing on roof Sft 43.000
14-70-bProviding and Fixing of pipe type B nikasi system including testing in all respect 75
mm (using dadex, or eq)Rft 39.000
Doors/
WindowsNSI
Providing and Fixing steel doors 18 gauge with or without Glass pane 5mm
complete with all accessoriesSft 40.000
25-39-b-05Providing and Fixing steel windows 18 gauge with openable glazed panels With 22
SWG wire gauze : Glass pane 5mmSft 6.000
Internal
Electrification15-02-a-02
Supply and Erection PVC pipe for wiring purpose complete On surface including
clamps etc: 3/4" i/dRft 40.000
15-05-aSupply and Erection single core PVC insulated copper conductor 250/440 V grade
cable : 3/0.029"Rft 60.000
15-05-cSupply and Erection single core PVC insulated copper conductor 250/440 V grade
cable : 7/0.029"Rft 100.000
15-18-a Supply and Erection switches 10/15 Amp : Open type Each 3.000
NSI Providing and fixing of wall holder with 23 watt Philips energy saver Each 3.000
Sanitary 14-03-aProviding and Fixing glazed earthen ware WC squatting type with built-in foot rests
: WhiteEach 2.000
14-10-aProviding and Fixing glazed earthen ware low down flushing cistern 3 gallons
capacity : WhiteEach 2.000
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 2.000
14-25 Providing and Fixing 1/2" CP tee stop cock Each 2.000
14-28-a Providing and Fixing gun metal peet / gate valve (screwed) 1" dia Each 1.000
14-31-bProviding and Fixing CI floor trap including CI grating & concrete chamber all round
: 4"x3"Each 2.000
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) RFt 40.000
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) RFt 40.000
14-69-a-01 P/F Fibre Glass Water Tank 300 gallons Each 1.000
Sewerage 14-70-aProviding and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 39.000
14-37-c Supply and Fixing CI manhole cover with frame etc complete 25" dia Each 4.000
NSI
Construction of manholes 2'X2' in size including excavation, backfilling, 9" thick
brick walls, 3" PCC 1:4:8,2" PCC 1:2:4 benching, 1/2" thick cement sand plaster
complete.
Each 4.000
Plinth
ProtectionNSI
Providing and laying of plinth protection of 4" thick PCC 1:2:4 in panels with marble
patti completeSft 45.000
Sub Head MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
Water supply 14-55-e Providing and Fixing GI pipe & including specials complete 3/4" dia (light) RFt 2,000.00
Total Cost of Typical 2 Unit Toilet Block (PKR)
Gi Pipe Works Kohat RHC Bilitang
Page 27 of 29
14-55-f Providing and Fixing GI pipe & including specials complete 1/2" dia (light) RFt 275.00
14-69-b-03 P/F Fibre Glass Water Tank 500 gallons Each 3.00
Sewerage 14-70-aProviding and Fixing of pipe type B nikasi system including testing in all respect 110
mm (using dadex, or eq)Rft 170.00
S.NO MRS-2017 Description Unit Quantity Unit Rate Total Amount (PKR)
1 03-23-b Excavation in foundation of building, bridges etc complete in ordinary soil Cft 376.000
2 06-05-i
P/L: P.C.C 1:4:8 in any part of building such as foundation, etc. using 1½" down
graded stone aggregate i/c form-work, placing, compacting, leveling and curing
etc. Complete as per specification and instructions of Engineer incharge.Cft 62.000
3 06-06-a-03
P/L: RCC 1:2:4 i/c using approved quality of crushed stones and fine agregate
(sand) in roof slab, landing, wall, plienth beam & bands including mixing in
concrete mixer, lifting, placing in steel fom work, vibrating, consolidating, dressing,
levling and curing excluding the cost of re-inforcement bars and the cost of laborty
quality test. Complete in all respect as per specification and instruction of Engineer
incharge.
Cft 86.760
4 06-07-c
PF in position mild reinforcement defomed bars (40000 psi yield strenght) of any
size and dimetter including straightening , bending, placeing, binding in position
with binding wire, placing spacesers. Complete in all respects as per specification
and instruction of Engineer incharge.
M.Ton 0.350
5 06-22-a-02DPC of cement concrete 1:2:4 including bitumen coat, one layer polythene and one
coat bitumen ( 2" thick)Sft 39.550
6 07-04-a-03
P/L: 1st class approved solid BB masonry in walls over 115mm thicks, laid and
jointed in CM 1:4, straight or to corve with inner radious of 6m and over, upto
4.25m depth, including racking out the joints where necessary scaffolding & curing
etc. Complete in all respect as per specification and instruction if Engineer
incharge.
Cft 164.500
7 07-05-a-03
P/L: 1st class approved solid BB masonry in walls 115mm thicks, laid and jointed in
CM 1:4, straight or to curve with inner radious of 6m and over, upto 4.25m depth,
including racking out the joints where necessary scaffolding & curing etc. Complete
in all respect as per specification and instruction if Engineer incharge.
Cft 242.440
8 11-09-b
P/A: 1/2" thick plaster (13mm thick) on wall in 1:4 cement/sand mortar includind
scafolding, chambering of edges, rounding the corners , making groves and edges
where required. P/F: of expanded metal Jali 1/2"x 1/2" size, 12" wide at all joints of
R.C.C and brick work, curing, cleaning, complete in all respect, specifications and
instructions of engineer incharge.
Sft 735.000
913-30-a + 2 x 13-
30-b
Surface prepartion (for dempenss) by provission of film with Alkali resisting primer
on plaster wall and ceilling . Including first coat of painting new or old work such as
walls including all detacheched attachement with plast emulsion paint. Including
subsequent tywo coats of emulsion paints.
Sft 735.000
10 10-03-aProvding sand cushion in lyers as specified under concreet, road, hard standing and
landing including dressing, leveling, compacting and consolidating as per
specification and instruction of the Engineer Inchage.
Cft 160.000
11 06-05-i Provding and laying PCC 1: 4: 8: laid under floor Cft 52.800
12 10-48-aProvding and laying porceline tile floor 1/4 inch thick laid cement 1:2 or 3/4 inch
thick cement mortar 1:2 (local master tiles)Sft 160.000
13 24-16-c-08 Extra for providing /fixing approved quality rim locks : local Rft 36.000
14 NSI P/L, cut, joint, test and disinfect MS pipe 1.5" X 2" Rft 100.000
Waiting Shed Kohat RHC Bilitang
Total Cost of Gi Pipe Works (PKR)
Page 28 of 29
15 9--13--C S/F corrugated GI sheet with GI bolt,nuts,limpite 24 BWG Sft 216.000
16 06-05-hP/L: P.C.C 1:3:6 in plint protection using 3/4 down graded stone aggregate i/c form-
work, placing, compacting, leveling and curing etc. Complete as per specification
and instructions of Engineer incharge.
Cft 34.980
17 15-50 Wiring of light/fan/call-bell point in 3/0.029 PVC insulated Each 1.000
1815-05-e
Supply and Erection 7/.044" single core Copper PVC insulated 250/440 voltage
grade cable.Rft 75.000
19 15-81 Supply and fixing 20 ampere power pluge Each 1.000
20 15-78 Supply and Fixing bracket fan pak made complete Each 2.000
2115-61-a
Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter,
flexible wire etc : SingleEach 2.000
22 NSI Benches for Patients. No 2.000
(Yes/No)
(Yes/No)
Representative Name:
Signature:
Designation:
Official Company Stamp:
Total Cost of Waiting Shed (PKR)
Grand Total for Kohat RHC Bilitang (PKR)
UNHCR Payment Terms (30 Days net from the receipt of documents):
Bid Validity (90 Days):
TOTAL COST FOR LOT NO. 2 (PKR)
Project Completion Time for LOT-C2 (Days):
Bidder:
Date:
Page 29 of 29