annex c2 financial proposal form lot 2 civil works kohat

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-02 DPC 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 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 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-a Provding 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-a First class doadar wood wrought joinery in doors and window etc complete : 2 inch thick Sft 105.000 Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat BHU Nakaband Page 1 of 29

Upload: others

Post on 24-Feb-2022

0 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 2: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 3: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 4: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 5: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 6: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 7: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 8: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 9: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 10: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 11: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 12: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 13: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 14: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 15: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 16: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 17: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 18: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 19: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 20: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 21: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 22: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 23: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 24: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 25: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 26: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 27: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 28: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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

Page 29: Annex C2 Financial Proposal Form LOT 2 Civil Works Kohat

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