estimation of water tank

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DETAIL ESTIMATE FOR CONSTRUCTION OF WATER TANK 5000 GALLONS

S.# ITEM OF WORKS NO L B D Qty Unit

T.1 Excavation Cols foundation 4 5.00 5.00 2.00 200.00 Cft

Total 200.00 Cft

T.2 P/L Pcc 1:4:8 in foundation Cols foundation 4 5.00 5.00 0.25 25.00 Cft

Under floor 1 10.00 10.00 0.33 33.00 Cft

Steps 4 14.50 1.00 0.50 29.00 Cft

4 16.50 2.00 0.50 66.00 Cft

Total 153.00 Cft

T.3 P/L Rcc 1:2:4 i/c shuttering and finishing Cols footing 4 5.00 5.00 0.50 50.00

" 4x5.00+1.25/2x5.00+1.25/2x0.5 19.53 Cft

Cols up to bottom slab 4 1.25 1.25 21.75 135.94 Cft

Top slab 1 11.33 11.33 0.41 52.63 Cft

Tie beams 4 10.00 1.25 1.25 62.50 Cft

Bracing beams 4 10.00 1.25 1.25 62.50 Cft

Total 383.10 Cft

T.4 P/L Rcc 1:1½:3 i/c shuttering and finishing

Bottom slab 1 16.50 16.50 0.75 204.19 Cft

Core walls 2 11.33 0.67 8.00 121.46 Cft

" 2 10.00 0.67 8.00 107.20 Cft

Total 432.85 Cft

T.5 Steel reinforcement bars Rcc 1:2:4 item T.3 383.10

Rcc 1:1-1/2:3 item T.4 432.85

Total Rcc 815.94 Cft

Steel bars 815.94 x12/2204 4.44 M.tons

Total 4.44 M.tons

T.6 P/L moasic floor in 1:2 Inner floor 1 10.00 10.00 100.00 Sft

Total 100.00 Sft

T.7 P/L terrazo dado or skirting in 1:2 Inner walls 4 10.00 8.00 80.00 Sft

Total 80.00 Sft

T.8 P/F steel ladder made of 2"x2"x1/4" angle iron @15"c/c

and 5/8" Dia bars @12" c/c i/c fixing and painting 1 36.00 36.00 Rft

Total 36.00 Rft

T.9 Earth filling under floor 1 10.00 10.00 0.67 67.00 Cft

Total 67.00 Cft

T.10 Sand filling under floor 1 10.00 10.00 0.33 33.00 Cft

Total 33.00 Cft

T.11 P/L B.B masonry in F&P in 1:6 4 10.00 1.25 1.50 75.00 Cft

Total 75.00 Cft

T.12 P/L 2" thick Pcc 1:2:4 floor toping 1 16.50 16.50 272.25 Sft

Total 272.25 Sft

T.13 P/F 2'x2' man hole cover made of 1-1/2"x1-1/2"x1/8"

and 18 gauge m.s sheet and painting 1 1 No

Total 1 No

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T.14 P/F 4" Dia C.I bell mouth 2 2 Nos

Total 2 Nos

T.15 P/F 4" Dia G.I pipe 9 gauge

Rising,Delivery,Washing,Overflow 4 40.00 160.00 Rft

Total 160.00 Rft

T.16 P/F 4' Dia G.I long bend 4 4.00 Nos

Total 4.00 Nos

T.17 P/F 4" Dia duck foot bend 4 4.00 Nos

Total 4.00 Nos

T.18 P/F: Railing 4 16.00 64.00 Rft

Total 64.00 Rft


ESTIMATE FOR CONSTRUCTION OF WATER TANK 5000 GALLONS

S.# ITEM OF WORKS NO L B D CONTENT UNIT RATE AMOUNT3.23b+3.16a

T.1 Excavation Cols foundation 4 5.00 5.00 2.00 200.00 CftTotal 200.00 Cft 4.52 904.00

06.03bT.2 P/L Pcc 1:4:8 in foundation Cols foundation 4 5.00 5.00 0.25 25.00 Cft

Under floor 1 10.00 10.00 0.33 33.00 Cft Steps 4 14.50 1.00 0.50 29.00 Cft

4 16.50 2.00 0.50 66.00 CftTotal 153.00 Cft 75.19 11504.07

6.06a-03T.3 P/L Rcc 1:2:4 i/c shuttering and finishing Cols footing 4 5.00 5.00 0.50 50.00

" 4 x5.00+1.25/2x5.00+1.25/2x0.5 19.53 Cft Cols up to bottom slab 4 1.25 1.25 21.75 135.94 Cft Top slab 1 11.33 11.33 0.41 52.63 Cft Tie beams 4 10.00 1.25 1.25 62.50 Cft Bracing beams 4 10.00 1.25 1.25 62.50 Cft

Total 383.10 Cft 153.44 58782.676-06-b-02

T.4 P/L Rcc 1:1½:3 i/c shuttering and finishing Bottom slab 1 16.50 16.50 0.75 204.19 Cft Core walls 2 11.33 0.67 8.00 121.46 Cft " 2 10.00 0.67 8.00 107.20 Cft

Total 432.85 Cft 165.36 71575.276.07b

T.5 Steel reinforcement bars Rcc 1:2:4 item T.3 383.10 Rcc 1:1-1/2:3 item T.4 432.85 Total Rcc 815.94 Cft Steel bars 815.94 x12/2204 4.44 M.tons

Total 4.44 M.tons 86060.41 382108.2210.22a+(10.43a = 10x10 room = 1/61 P.Sft)

T.6 P/L moasic floor in 1:2 Inner floor 1 10.00 10.00 100.00 Sft



S.# ITEM OF WORKS NO L B D CONTENT UNIT RATE AMOUNTTotal 100.00 Sft 61.47 6147.00

10.40a-01T.7 P/L terrazo dado or skirting in 1:2 Inner walls 4 10.00 8.00 80.00 Sft

Total 80.00 Sft 52.56 4204.80

S.# ITEM OF WORKS NO L B D CONTENT UNIT RATE AMOUNTN.S

T.8 P/F steel ladder made of 2"x2"x1/4" angle iron @15"c/cand 5/8" Dia bars @12" c/c i/c fixing and painting 1 36.00 36.00 Rft

Total 36.00 Rft 280 10080.003.16-b+3.04-a+3.18-c+3.19-b+3.26-b-02

T.9 Earth filling under floor 1 10.00 10.00 0.67 67.00 CftTotal 67.00 Cft 6.45 432.15

07.30T.10 Sand filling under floor 1 10.00 10.00 0.33 33.00 Cft

Total 33.00 Cft 12.21 402.9307.04a-05

T.11 P/L B.B masonry in F&P in 1:6 4 10.00 1.25 1.50 75.00 CftTotal 75.00 Cft 100.81 7560.75

10.15-e+10.43-cT.12 P/L 2" thick Pcc 1:2:4 floor toping 1 16.50 16.50 272.25 Sft

Total 272.25 Sft 35.35 9624.04

Non ScheduleT.13 P/F 2'x2' man hole cover made of 1-1/2"x1-1/2"x1/8"

and 18 gauge m.s sheet and painting 1 1 NoTotal 1 No 3500 3500.00

9.19a+9.20/15+9.21/15T.14 P/F 4" Dia C.I bell mouth 2 2 Nos

Total 2 Nos 363.71 727.4224-16-c-09

T.15 P/F 4" Dia G.I pipe 9 gauge Rising,Delivery,Washing,Overflow 4 40.00 160.00 Rft

Total 160.00 Rft 202.21 32353.6024-30-d-07

T.16 P/F 4' Dia G.I long bend 4 4.00 NosTotal 4.00 Nos 428.09 1712.36

Non ScheduleT.17 P/F 4" Dia duck foot bend 4 4.00 Nos

Total 4.00 Nos 640 2560.0025-37+13-06b01+2x13.06d02

T.18 P/F: Railing 4 16.00 64.00 RftTotal 64.00 Rft 322.26 20624.64

S.# ITEM OF WORKS NO L B D CONTENT UNIT RATE AMOUNT624803.92

Task No 08

ABSTRACT OF COST

S No, Description Amount(Rs.)

1- Civil Work 1,565,436

2- Internal Electrification 85,801

3- Water Supply 144,176

G.Total 1,795,412


HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY KOHI BAHARA FR D.I KHAN

ESTIMATE FOR CONSTRUCTION OF LABOUR ROOM & MEDICAL LABORATORY AT KOHI BAHARA FR D.I KHAN



Task No 08

COST ESTIMATE FOR CONSTRUCTION OF WATER TANK 5000 GALLONS

S.# CSR item Coad Description UNIT Qty RATE

T.1 3.23b+3.16a Excavation Cols foundation Cft 200 4.52

T.2 06.03b Cft 153 75.19

T.3 6.06a-03 Cft 383.1 153.44

T.4 6-06-b-02 Cft 432.85 165.36

T.5 6.07b MT 4.44 86060.41

T.6 Sft 100 61.47

T.7 10.40a-01 Sft 80 52.56

T.8 N.S Rft 36 280

T.9 Earth filling under floor Cft 67 6.45

T.10 07.30 Sand filling under floor Cft 33 12.21

T.11 07.04a-05 P/L B.B masonry in F&P in 1:6 Cft 75 100.81

T.1210.15-e+10.43-c P/L 2" thick Pcc 1:2:4 floor toping Sft 272.25 35.35

T.13 Non Schedule N 1 3500

T.14 P/F 4" Dia C.I bell mouth N 2 363.71

T.15 24-16-c-09 Rft 160 202.21

T.16 24-30-d-07 P/F 4' Dia G.I long bend No 4 428.09

T.17 Non Schedule P/F 4" Dia duck foot bend N 4 640

T.18 P/F: Railing Rft 64 322.26

P/L Pcc 1:4:8 in foundation Cols foundation

P/L Rcc 1:2:4 i/c shuttering and finishing Cols footing

P/L Rcc 1:1½:3 i/c shuttering and finishing

Steel reinforcement bars Rcc 1:2:4 item T.3

10.22a+(10.43a = 10x10 room = 1/61

P.Sft)

P/L moasic floor in 1:2 Inner floor

P/L terrazo dado or skirting in 1:2 Inner walls

P/F steel ladder made of 2"x2"x1/4" angle iron @15"c/c and 5/8" Dia bars @12" c/c

i/c fixing and painting

3.16-b+3.04-a+3.18-c+3.19-

b+3.26-b-02

P/F 2'x2' man hole cover made of 1-1/2"x1-1/2"x1/8" and 18 gauge m.s sheet

and painting9.19a+9.20/1

5+9.21/15

P/F 4" Dia G.I pipe 9 gauge Rising,Delivery,Washing,Overflow

25-37+13-06b01+2x13.

06d02

Total:

Task No 08

COST ESTIMATE FOR CONSTRUCTION OF WATER TANK 5000 GALLONS

AMOUNT

904

11504.07

58782.864

71576.076

382108.2204

6147

4204.8

10080

432.15

402.93

7560.75

9624.0375

3500

727.42

32353.6

1712.36

2560

20624.64

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624804.9

Task No 08

GENERAL ABSTRACT OF COST

S No, Description Amount(Rs.)

1- Doors & Windows of Doctor House 445,520

2- Dining Hall Wash Basin 4,544

3- Quarter Class-IV + Chowkidar House (Doors & Windows 562,249

4- BHU Distempering 46,879

5- Overhead Water Tank 624,805

6- Transformer 25 KV etc. 304,206

7- Boring of Tube Well & Machinary 2,171,617

8- Stabilizer 10000 watt 16,500

9- 1½" G.I Pipe 24,350

10- Labour Room + Medical Lab 1,795,412

G.Total 5,996,082


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TASK-8

Doors & Windows of Doctor House

S No. CSR item Coad Description Unit Qty Rate Amount (Rs.)

1- 04-34 Removing door with chowkat (Existing) No 16.00 164.43 2630.88

2- 04-35 Removing windows CSW No 9.00 119.73 1077.57

3- Sft 370.00 805.19 297920.3

4- Sft 241.00 597.06 143891.46

Sub Total : 445520.21

Dining Hall Wash Basin


1- No 2 2272.18 4544.36

Sub Total : 4544.36

Quarter Class-IV & Chowkidar House

12.07c+12.24c+12.27a/

28+13.06c-01+(2x13.06c02

)

P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 gauge M.S Sheet chowkat i/c all hardware and iron mongry such as earl drawer, handle, tower bolt, holdfast, cleat and stopper with 1½" thick panel door of 18 gauge M.s Sheet, 2 coats of read oxide and 3 coats of synthetic enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per specification and instruction of E/Incharge.

25.039-b-05+12.50

P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18 gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and instruction of Engineer incharge.

14.05a-03+(14.25x2)+1

4.27

P/F: ICL Boch wash hand basin large size i/c water mixer, stop cocks (Fisal or equivalent), C.P inlet pipe and

pedestal. Complete in all respect as per specification and instruction of Engineer incharge.


1- 04-34 Removing door with chowkat (Existing) No 21 164.43 3453.03

2- 04-35 Removing windows CSW No 12 119.73 1436.76

3- Sft 84 251.56 21131.04

4- Sft 433.5 805.19 349049.865

5- 25.039-b-05+12.50 Sft 313.5 597.06 187178.31

Sub Total : 562249.005

BHU Distempering


1- (11.23-a-03) Sft 4034.34 11.62 46879.0308

Sub Total : 46879.03

Transformer 25 KV


1- 15.39 No 2 16103 32206

2- Non Schedule Rft 800 60 48000

3- Non Schedule Rft 60 400 24000

4- Non Schedule No 1 200000 200000

Sub Total : 304206

S/F: of Steel doors 18 SWG MS sheet with angle iron frame 1½"x1½"x1/8", bolt, hinges & paint etc.

12.07c+12.24c+12.27a/

28+13.06c-01+(2x13.06c02

)

P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 gauge M.S Sheet chowkat i/c all hardware and iron mongry such as earl drawer, handle, tower bolt, holdfast, cleat and stopper with 1½" thick panel door of 18 gauge M.s Sheet, 2 coats of read oxide and 3 coats of synthetic enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per

specification and instruction of E/Incharge.

P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18

gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and

instruction of Engineer incharge.

P/A: 2 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade &

quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish,

complete as per instruction of Engineer incharge.

S/F: of 4 legged angle iron HT pole in PCC 1:3:6 at depth of 6' complete in all respect as per WAPDA specification I/c HT shackles disc, insulators wooden bars etc. earthing of

each pole as per instruction of Engineer incharge.

S/F of HT line of aluminum conductor 7/.132 aluminum as per WAPDA specification I/c 3% saage, cutting, jointing.

Complete in all respect as per specification and instruction of Engineer incharge.

P/F of 4 core cable as per design 19/.083 for connection of electric board for motor to transformer. Complete in all respect as per specification and instruction of Engineer

incharge.

P/F: of transformer 25 KVA "Climax" I/c H.poles with transformer for meter etc. as per WAPDA specification.

New Tube Well


1- Non Schedule Resistivity of survey for selection of site. Job 1 30000 30000

2- 24.01 Mobilization of boring plant and equipment to site Job 1 20000 20000

3- 24.02a-09 Rft 100 1124.76 112476

4- 24.02b07 From 101' to 200' below G.L 18" I/d. Rft 100 1424.37 142437

5- 24.02c07 From 201' to 300' below G.L 18" I/d. Rft 100 1424.37 142437

6- 24.02-d25 From 301' to 340' below G.L 18" I/d. Rft 40 1707.59 68303.6

7- Non Schedule Subsequent shifting to next site (if required) Job 1 20000 20000

8- 24.12c04 Rft 340 1709.8 581332

9- 24.06 Furnishing sample of water from bore hole and testing. Sets 4 1323.55 5294.2

10- 24.08d No 1 2181.54 2181.54

11- 24.39c Job 1 1089 1089

12- 24.36a Job 1 884 884

13- 24.14 Rft 340 133.66 45444.4

0

14- 24.13b Hrs 72 511 36792

15- Non Schedule Job 1 20000 20000

Tube Well boring in all kind of soil except shangle/rock 18" I/d from ground upto 100' below G.L

Providing and installation PVC blind pipe in tube well with stranger BSS class "D" working pressure and jointing. 12" I/d

S/Installation of 12" dia 2' long M.S bail plug in tube well bore hole. Complete in all respect as per specification and instruction of Engineer incharge.

S/Installation on MS suspension clamp of heavy duty 3/8" thick 12" I/d with PCC 1:2:4 block round it Complete.

Furnishing/installation of MS cap over housing pipe with locking arrangement. Complete in all respect as per specification and instruction of Engineer incharge.

Shrouding with graded gravel pack 3/8" to 1/8" around tube well in bore hole. Complete in all respect as per specification and instruction of Engineer incharge.

Development and testing of tube well with air compressor over 1.5 cusecs discharge. Complete in all respect as per specification and instruction of Engineer incharge.

Development and testing of tube well with "D" and "T" unit. Complete in all respect as per specification and instruction of Engineer incharge.

16- Non Schedule Set 1 750000 750000

17- 24.22c Nos 2 5568 11136

18- Non Schedule Nos 2 3500 7000

19- 24.16a02 Rft 250 647.84 161960



Sub Total : 2171616.74

Stabilizer (10000 Watt)


1- S/F: 10000 watt Stablizier (Universal or Allied) No 1 16500 16500

Sub Total : 16500

Water Supply


2 24-16-c-05 Rft 200 121.75 24350

Supply/Installation of "KSB" submersible pumping set with seimens A.C electric motor upto 40 H.P, 6" dia 12 stages KSB pump, 6" dia KSB column pipes of required length, 4 core submersible electric cable for 40 HP motor to electric starter, 14 gauge main switch board, star/delta "Seimens" starter, Japan made, bolt meter, Ampere meter and selector switches, phase indicator lamps, earthing of main switch board and starter, 6" dia sluice valve and non return valve of "AERO Brand" 6" dia M.S long bend and 18 gauge M.S sheet cover for bore hole. Complete in all respect as per specification and instruction of Engineer incharge.

P/F of 6" dia C.I sluice valve. BSS standard for G.I and PVC pipe I/c jointing material. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia G.I pipe or CI Tee with jointing material. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia GI pipe heavy quality I/c excavation of trench and refilling. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia G.I socket heavy quality. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia G.I Long bend heavy quality with jointing material. Complete in all respect as per specification and instruction of Engineer incharge.

P/Fixing 1½" dia G.I pipe (IIL-L) or equivalent in trench I/c excavation and its refilling, all necessary fitting for pipe.

Complete in all respect as per specification and instruction of Engineer incharge.


Civil Work


C-1 3.23b+3.16a Cft 1809 4.52 8176.68

C-2 26.15 Sft 880 1.26 1108.8

C-3 06.03b Cft 3695.6 75.19 277872.164

C-4 07.04a-05 Cft 1008.95 100.81 101712.2495

C-5 6.22a-02 Sft 141 32.34 4559.94

C-6 6.06a-03 Cft 1104.89 153.44 169534.3216

C-7 06.07c M.T 3.68 86060.4 316702.3088

C-8 07.05a-05 Cft 1303.88 108.55 141536.174

C-9 Cft 1218 6.45 7856.1

C-10 07.30 Cft 404 12.21 4932.84

Excavation as in foundation of building upto required depth in all kind of soil i/c subsequent re-filling in trenches and plinth area or where required, disposal of surplus earth as directed, watering, ramming and consolidating the earth as as specified complete in all respect as per specification and instruction of E/Incharge.

P/A: termite proofing chemicals in 3 stages as per specification and instruction of Engineer Incharge.

P/L: P.C.C 1:4:8 in any part of building such as foundation, sub flooring etc. using 1½" down graded stone aggregate i/c framework, placing, compacting, leveling and curing etc. Complete as per specification and instruction of Engineer incharge.

P/L: 1st class BB masonry in foundation and plinth in 1:6 cement sand mortar i/c racking out the joints where necessary scaffolding & curing etc. Complete in all respect as per specification and instruction if Engineer incharge.

P/L: 2" thick DPC with cement concrete, 1:2:4 using approved quality fine/course aggregate i/c farmwork, compacting, leveling, finishing and curing etc. 2 coats of hot bitumen (PB/3 or PB/4) and 2 layers of approved polythene sheet. Complete in all respect as per specification and instruction of Engineer incharge.

P/L: RCC 1:2:4 i/c finishing as in footing, columns, beam, lintels, slabs, sun shade & projection etc. of specified strength using approved quality crushed stone & fine aggregate i/c formwork & its removal, compacting, vibrating, leveling, finishing and curing etc. but excluding the cost of MS re-inforcement bars i/c cost of RCC design & lab tests. RCC works be designed & submitted well in time by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer icharge.

P/F: in position mild steel, reinforcement bars of minimum 40000 PSI yield strength, of any size and diameter i/c straightening, bending, placing, binding in position and binding wire, spacer, wastage etc. Steel required for RCC works be designed & submitted well before by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer incharge.

P/L: 1st class BB masonry in superstructure in any thickness of wall. Set in 1:6 cement sand mortar i/c racking out the joints where necessary, Scaffolding, making grooves and corners where required & curing etc. Complete as per specification and instruction of Engineer Incharge.

3.16-b+3.04-a+3.18-c+3.19-

b+3.26-b-02

Earth filing: under floors with earth brought from out side approved source i/c all leads & lifts, filling in layers not more than 6" thick, consolidating upto specified density and to the satisfaction of Engineer incharge.

P/F: clean course sand under floors from an approved source i/c leveling, watering, compacting etc. Complete in all respect as per specification and instruction of Engineer incharge

C-11 Sft 826.63 61.47 50812.95

C-12 10.40a-01 Sft 80 52.56 4204.8

C-13 11.09b Sft 4812.56 11.82 56884.46

C-14 11.18a Sft 1567.5 13.11 20549.93

C-1512.07c+12.24c+12.27a/28+13.06c-01+(2x13.06c02) Sft 158.25 805.19 127421.3175

C-1625.039-b-05+12.50 Sft 155 597.06 92544.3

C-17 (11.23-a-03) Sft 4812.56 15.09 72621.53

C-18 Rft 75 363.71 27278.25

C-19 Sft 63.75 90.15 5747.06

C-20 6.05h Cft 152.96 101.41 15511.67

C-21 Sft 836 69.22 57867.92

10.22a+(10.43a = 10x10 room =

1/61 P.Sft)

P/L: mosaic floors consisting of 1½" thick PCC 1:2:4 divided into panels not morethan 3'x3' with 3/8" thick marble strip and 1/2" thick mosaic topping (1 part of grey cement & 3 parts of approved colour and size marble chips i/c curing, grinding, rubbing and polishing etc. Complete as per specification and instruction of Engineer incharge.

P/L: 3/8" thick terrazzo dado or skirting over 1/2" thick cement plaster in 1:3 ratio, (1 part of gray cement and three parts of approved colour and size marble chips i/c grinding, rubbing, curing and wax polishing etc. Complete as per specification and instruction of Engineer incharge.

P/A: 1/2" thick cement plaster on walls in 1:4 c/sand mortar i/c scaffolding, chamfering of edges, rounding the corners, making grooves and edges where required, P/F: of expended metal jali, 1/2"x1/2" size, 1' wide at all joints of RCC & bricks & curing etc. Complete as per specification and instruction of Engineer Incharge.

P/A: deep struck pointing in cement/surkhi mortar in 1:1 with approved colour i/c racking out the joints not less than 1/2" deep, saturating the surface, scaffolding & curing etc. Complete in all respect as per specification and instruction of Engineer incharge.



P/A: 3 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade & quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish,

9.19a+9.20/15+9.21/15

P/F: 4" dia CI rain water pipe i/c jointing, bends and clamps and 3 coats of synthetic enamel paint. complete in all respect as per specification and instruction of Engineer incharge.

12.13d+13.06b-01+(13.06b-

02x2)

S/F: of 1½" thick D/Wood joinery as in wire gauze door without chowkat i/c all iron mongery and hardware such as hinges, handle, holdfast, door spring and tower bolts etc. as approved, 12x24 wire mesh and 3 coats of S/E paint.

P/L: PCC 1:3:6 as in plinth protection, around the building over compacted earth or where required i/c framework, placing, curing, leveling, compacting and finishing etc. Complete in all respect

09.05+09.12+11.17+polythene

sheet

P/L: roof treatment consisting of:-a) 2 coats of hot bitumen with sand blinding.b) 2 layers of approved polythene sheet. c) 4" thick compacted earth with proper slope.d) 1½" thick brick tiles in 1:6, grouting in 1:3 and flush pointing in 1:1Complete

Sub Total : 1565435.76

INTERNAL ELECTRIFICATION


E-1 Non Schedule No 20 783.5 15670

E-2 Non Schedule No 5 950 4750

E-3 15.24b No 12 528.17 6338.04

E-4 15.68c No 6 2433.13 14598.78



E-7 Non Schedule Rft 180 80 14400

E-8 15.69a No 2 1618.54 3237.08

E-9 15.53 No 1 6406.6 6406.6

Sub Total : 85800.5

Wiring of light or fan point from point to switch with 2x3/.029 Pakistan cable i/c sub circuit wiring with 7/.029 Pakistan cable, with all accessories such as PVC concealed conduit PPI switches (premier) fixed on plastic sheets & wooden box, ceiling rose and holder etc. Complete as per instruction of Engineer Incharge.

Same as item # 01, but wiring with 2x7/.044+1x3/.029 for 3 pin 15 Amp. power plug i/c P/F: of 15 Amp. switch socket unit PPI (China clay base) fixed on wooden box on separate circuit. Complete as per instruction of Engineer Incharge.

P/F: 4' long tube light (Asia/M. Inayatullah made) with starter, tube rod (Phillips) and choke. Complete as per specification and instruction of Engineer Incharge.

P/F: of 56" sweep capacitor type ceiling fan with dimmer, (Pak Fan Delux) i/c suspension rod and canopy etc. Complete as per instruction of Engineer Incharge.

Same as item # E-1, but wiring of 5 pin 5 Amp. light plug away from switch board i/c P/F: of PPI (premier) light plug i/c wiring with 7/.029 etc. Complete as per instruction of Engineer Incharge.

Providing and Fixing of main board having:-a. 20 AMP TPN- ACB 01 No. (Hager) or Tarrasakib. 10 AMP single phase ACB 08 Nos. i/c connection of earth with main switch, Complete in all respect.

P/Fixing: of 2 core 7/0.052 aluminum cable in PVC pipe of approved quality i/c connection from nearest source to main board.

P/Fixing: 12" Sweep (Pak) Exhaust fan with louver. Complete in all respect as per specification and instruction of Engineer incharge.

Earthing of main switch with 8 SWG copper wire, laid in 1/2" dia GI pipe from main switch to 2'x2' copper plate burried in 14 feet deep pit alongwith salt & charcoal mixture. Complete in all respect as per specification and instruction of Engineer incharge.

WATER SUPPLY & SANITARY INSTALLATION


W-1 No 1 3280.13 3280.13

W-2 No 1 2272.18 2272.18

W-3 14.26a+14.23 No 1 684.82 684.82

W-4 14.39-a No 2 185.31 370.62

W-5 14.34b-01 Rft 30 377.4 11322

14.34b-02 Rft 18 257.42 4633.56

W-6 24.16c-01 Rft 80 42.74 3419.2

W-7 14.31a No 2 597.03 1194.06

W-8 14.16a No 1 415.88 415.88

W-9 14.20a No 1 110.53 110.53

W-10 14.20b No 1 129.23 129.23

W-11 14.24b No 2 353.56 707.12

W-12 Non Schedule No 1 30000 30000

W-13 Non-Schedule No 1 45000 45000

W-14 23.01b Rft 40 101.26 4050.4

W-15 Non-Schedule No 4 3500 14000

14.03a+14.10a+14.25+14.47a

P/F: Asiatic type WC (ICI Boch) or equivalent) i/c "Master" Tanki, P/Trap, Stop Cock, Plastic Connection & Hockey Pipe etc. Complete as per specification and instruction of Engineer Incharge.

14.05a-03+(14.25x2)+1

4.27

P/F: ICL Boch wash hand basin large size i/c water mixer, stop cocks (Fisal or equivalent), C.P inlet pipe and pedestal. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: CP adjustable shower rose i/c stop cock and CP inlet pipe etc. Complete as per instruction of Engineer Incharge.

P/F: Brass bib cock ½" dia screw down type Faisal or equivalent make. Complete as per instruction of Engineer Incharge.

P/F: of soil, water, vent pipe of CI with plain socket i/c tee, bend, caulking the joints with cement, painting to pipe, making holes and repair to original shape. Complete in all respect. 4" dia CI pipe.

P/F: of soil, water, vent pipe of CI with plain socket i/c tee, bend, caulking the joints with cement, painting to pipe, making holes and repair to original shape. Complete in all respect. 2" dia CI pipe.

S/L: jointing and testing of ½" dia GI pipe (IIL-L) i/c tees, bends, union, elbows, socket etc. Making hole and repair complete.

P/F: 3" floor trap of CI i/c CP grating, caulking the joints with cement and hole repair complete.

Providing and Fixing of best quality 24" long towel rail. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge.

Providing and Fixing of best quality Plastic soap dish. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge.

Providing and Fixing of best quality Plastic paper holder. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge.

P/F: CP bib cock heavy 1/2" dia Faisal or equivalent made. Complete as per specification and instruction of E/Incharge.

Construction of septic tank of BB size, 8'x4'x6' with 9" thick BB wall, 4½" thick BB partition, 1/2" thick cement plaster in 1:4 and 6" thick PCC 1:3:6 in foundation and bed, 4" thick RCC 1:2:4 precast covers with 1/2" dia bars, 4" C/C both way. Complete as per instruction of Engineer Incharge.

Construction of 6' internal dia 30' deep soakage pit i/c 9" thick BB in 1:4 from top to 6' depth, filling of pit with stone boulder, making chemny and RCC 1:2:4 cover 4" thick with 1/2" dia bars 4" C/C both way. Complete in all respect as per specification and instruction of Engineer incharge.

P/L: in trench, jointing and testing 6" dia RCC pipe i/c collar, excavation of trench & re-filling after laying of pipe. Complete as per specification and instruction of Engineer Incharge.Construction of 2'x2' or 2' dia BB manhole, upto required depth i/c 4" PCC 1:4:8 in bed, BB wall laid & plastered in 1:4 making channel inside and RCC 1:2:4 cover, 4" thick with 3/8" dia bars 4" C/C both side.

W-16 14-69-b-03 S/F: of polythene water tank 500 gallons No 1 22586 22586Sub Total : 144175.73

TASK-8

Doors & Windows of Doctor House

1- Removing door with chowkat (Existing)

16 Nos.

2- Removing windows CSW9 Nos.

3-

1 4.00 8.50 = 34.00 Sft

10 3.50 7.00 = 245.00 Sft

1 3.00 7.00 = 21.00 Sft

4 2.50 7.00 = 70.00 Sft

Total = 370.00 Sft

4-

2 8.00 5.50 = 88.00 Sft

3 6.00 5.50 = 99.00 Sft

2 4.00 5.50 = 44.00 Sft

1 3.00 2.00 = 6.00 Sft

1 2.00 2.00 = 4.00 Sft

Total = 241.00 Sft

Dining Hall Wash Basin

1-

2 Nos.





Quarter Class-IV & Chowkidar House

1- Removing door with chowkat (Existing)

21 Nos.

2- Removing windows CSW12 Nos.

3-

3 4.00 7.00 = 84.00 Sft

Total = 84.00 Sft

4-

6 3.50 8.50 = 178.50 Sft

3 3.50 7.00 = 73.50 Sft

3 3.00 8.50 = 76.50 Sft

6 2.50 7.00 = 105.00 Sft

Total = 433.50 Sft

5-

3 6.00 5.50 = 99.00 Sft

6 5.00 5.50 = 165.00 Sft

3 3.00 5.50 = 49.50 Sft

Total = 313.50 Sft

BHU Distempering

1-

987.65 Sft3046.69 Sft4034.34 Sft

S/F: of Steel doors 18 SWG MS sheet with angle iron frame 1½"x1½"x1/8", bolt, hinges & paint etc.



P/A: 2 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade & quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish, complete as per instruction of Engineer incharge.

Transformer 25 KV

1-

2 Nos.

2-

800 Rft

3-

60.00 Rft

4-

1 Nos.

ESTIMATE FOR CONSTRUCTION OF NEW TUBE WELL BORING & MACHINARY

New Tube Well

1- Resistivity of survey for selection of site.

1 Job

2- Mobilization of boring plant and equipment to site

1 Job

3-

100.00 Rft

4- From 101' to 200' below G.L 18" I/d.

100.00 Rft


100.00 Rft


40.00 Rft

S/F: of 4 legged angle iron HT pole in PCC 1:3:6 at depth of 6' complete in all respect as per WAPDA specification I/c HT shackles disc, insulators wooden bars etc. earthing of each pole as per instruction of Engineer incharge.

S/F of HT line of aluminum conductor 7/.132 aluminum as per WAPDA specification I/c 3% saage, cutting, jointing. Complete in all respect as per specification and instruction of Engineer incharge.

P/F of 4 core cable as per design 19/.083 for connection of electric board for motor to transformer. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of transformer 25 KVA "Climax" I/c H.poles with transformer for meter etc. as per WAPDA specification.

Tube Well boring in all kind of soil except shangle/rock 18" I/d from ground upto 100' below G.L

7- Subsequent shifting to next site (if required)

1 Job

8-

340.00 Rft

9- Furnishing sample of water from bore hole and testing.

4 Sets

10-

1 No.

11-

1 Job

12-

1 Job

13-

340.00 Rft

14-

72.00 Hrs

15-

1 Job

16-

1 Set

Providing and installation PVC blind pipe in tube well with stranger BSS class "D" working pressure and jointing. 12" I/d

S/Installation of 12" dia 2' long M.S bail plug in tube well bore hole. Complete in all respect as per specification and instruction of Engineer incharge.

S/Installation on MS suspension clamp of heavy duty 3/8" thick 12" I/d with PCC 1:2:4 block round it Complete.

Furnishing/installation of MS cap over housing pipe with locking arrangement. Complete in all respect as per specification and instruction of Engineer incharge.

Shrouding with graded gravel pack 3/8" to 1/8" around tube well in bore hole. Complete in all respect as per specification and instruction of Engineer incharge.

Development and testing of tube well with air compressor over 1.5 cusecs discharge. Complete in all respect as per specification and instruction of Engineer incharge.

Development and testing of tube well with "D" and "T" unit. Complete in all respect as per specification and instruction of Engineer incharge.

Supply/Installation of "KSB" submersible pumping set with seimens A.C electric motor upto 40 H.P, 6" dia 12 stages KSB pump, 6" dia KSB column pipes of required length, 4 core submersible electric cable for 40 HP motor to electric starter, 14 gauge main switch board, star/delta "Seimens" starter, Japan made, bolt meter, Ampere meter and selector switches, phase indicator lamps, earthing of main switch board and starter, 6" dia sluice valve and non return valve of "AERO Brand" 6" dia M.S long bend and 18 gauge M.S sheet cover for bore hole. Complete in all respect as per specification and instruction of Engineer incharge.

17-

2 Nos.

18-

2 Nos.

19-

250.00 Rft

20-

9 Nos.

21-

2 Nos.

Stabilizer (10000 Watt)

1- S/F: 10000 watt Stablizier (Universal or Allied)

1 No.

Water Supply

200.00 Rft

Civil Work

C-1

2 56.75 3.00 3.00 = 1021.50 Cft5 13.50 3.00 3.00 = 607.50 Cft1 3.00 3.00 3.00 = 27.00 Cft1 3.00 1.50 2.00 = 9.00 Cft

P/F of 6" dia C.I sluice valve. BSS standard for G.I and PVC pipe I/c jointing material. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia G.I pipe or CI Tee with jointing material. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia GI pipe heavy quality I/c excavation of trench and refilling. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia G.I socket heavy quality. Complete in all respect as per specification and instruction of Engineer incharge.

P/F: of 6" dia G.I Long bend heavy quality with jointing material. Complete in all respect as per specification and instruction of Engineer incharge.

P/Fixing 1½" dia G.I pipe (IIL-L) or equivalent in trench I/c excavation and its refilling, all necessary fitting for pipe. Complete in all respect as per specification and instruction of Engineer incharge.


Excavation as in foundation of building upto required depth in all kind of soil i/c subsequent re-filling in trenches and plinth area or where required, disposal of surplus earth as directed, watering, ramming and consolidating the earth as as specified complete in all respect as per specification and instruction of E/Incharge.

9 4.00 4.00 1.00 = 144.00 CftTotal = 1809.00 Cft

C-2

As per Covered Area 880.00 Sft

C-3

2 56.75 3.00 0.75 = 255.38 Cft5 13.50 3.00 0.75 = 151.88 Cft1 3.00 3.00 0.75 = 6.75 Cft1 3.00 1.50 0.50 = 2.25 Cft9 4.00 4.00 0.50 = 72.00 Cft1 20.00 16.00 0.50 = 160.00 Cft1 15.00 16.00 0.50 = 120.00 Cft1 10.00 10.00 0.50 = 50.00 Cft1 5.00 5.00 0.50 = 12.50 Cft1 10.00 5.50 51.50 = 2832.50 Cft1 11.25 5.75 0.50 = 32.34 Cft

Total = 3695.60 Cft

C-4

2 54.87 1.87 0.75 = 153.91 Cft2 54.50 1.50 0.75 = 122.63 Cft2 54.12 1.13 0.75 = 91.73 Cft2 53.75 0.75 2.50 = 201.56 Cft5 14.87 1.87 0.75 = 104.28 Cft5 15.25 1.50 0.75 = 85.78 Cft5 15.62 1.13 0.75 = 66.19 Cft5 16.00 0.75 2.50 = 150.00 Cft1 4.25 1.50 0.75 = 4.78 Cft1 4.62 1.13 0.75 = 3.92 Cft1 5.00 0.75 2.50 = 9.38 Cft1 4.25 1.50 0.75 = 4.78 Cft1 4.62 1.13 0.75 = 3.92 Cft1 5.00 0.38 3.25 = 6.09 Cft

Total = 1008.95 Cft

C-5

1 188.00 0.75 = 141.00 SftTotal = 141.00 Sft

P/A: termite proofing chemicals in 3 stages as per specification and instruction of Engineer Incharge.

P/L: P.C.C 1:4:8 in any part of building such as foundation, sub flooring etc. using 1½" down graded stone aggregate i/c framework, placing, compacting, leveling and curing etc. Complete as per specification and instruction of Engineer incharge.

P/L: 1st class BB masonry in foundation and plinth in 1:6 cement sand mortar i/c racking out the joints where necessary scaffolding & curing etc. Complete in all respect as per specification and instruction if Engineer incharge.

P/L: 2" thick DPC with cement concrete, 1:2:4 using approved quality fine/course aggregate i/c farmwork, compacting, leveling, finishing and curing etc. 2 coats of hot bitumen (PB/3 or PB/4) and 2 layers of approved polythene sheet. Complete in all respect as per specification and instruction of Engineer incharge.

C-6

2 53.75 0.75 0.75 = 60.47 Cft5 16.00 0.75 0.75 = 45.00 Cft2 5.00 0.75 0.75 = 5.63 Cft1 5.00 0.38 0.75 = 1.41 Cft8 4.00 4.00 1.00 = 128.00 Cft8 4.00 4.00 0.33 = 42.24 Cft8 0.75 0.75 15.00 = 67.50 Cft1 5.50 0.75 0.75 = 3.09 Cft3 5.00 0.75 0.75 = 8.44 Cft2 4.00 0.75 0.75 = 4.50 Cft1 7.50 0.75 0.75 = 4.22 Cft4 6.50 0.75 0.75 = 14.63 Cft2 4.50 0.75 0.75 = 5.06 Cft1 18.50 54.75 0.50 = 506.44 Cft2 54.75 0.33 2.25 = 81.30 Cft2 18.50 0.33 2.25 = 27.47 Cft1 24.00 2.00 0.25 = 12.00 Cft8 0.75 0.75 15.00 = 67.50 Cft8 2.50 1.00 1.00 = 20.00 Cft

Total = 1104.89 Cft

C-7

R.C.C 1:2:4 (item No.C-5) 1104.89 x 7.35/2204 = 3.68 M.TTotal = 3.68 M.T

C-8

2 53.75 0.75 11.00 = 886.88 Cft4 16.00 0.75 11.00 = 528.00 Cft2 5.00 0.75 11.00 = 82.50 Cft1 5.00 0.38 11.00 = 20.63 Cft

Total-A 1518.01 Cft

Deduction1 6.00 0.75 5.50 = 24.75 Cft

4 5.00 0.75 5.50 = 82.50 Cft

1 4.00 0.75 8.50 = 25.50 Cft

3 3.50 0.75 7.00 = 55.13 Cft

2 2.50 0.75 7.00 = 26.25 CftTotal D/d = 214.13 Cft

P/L: RCC 1:2:4 i/c finishing as in footing, columns, beam, lintels, slabs, sun shade & projection etc. of specified strength using approved quality crushed stone & fine aggregate i/c formwork & its removal, compacting, vibrating, leveling, finishing and curing etc. but excluding the cost of MS re-inforcement bars i/c cost of RCC design & lab tests. RCC works be designed & submitted well in time by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer icharge.

P/F: in position mild steel, reinforcement bars of minimum 40000 PSI yield strength, of any size and diameter i/c straightening, bending, placing, binding in position and binding wire, spacer, wastage etc. Steel required for RCC works be designed & submitted well before by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer incharge.

P/L: 1st class BB masonry in superstructure in any thickness of wall. Set in 1:6 cement sand mortar i/c racking out the joints where necessary, Scaffolding, making grooves and corners where required & curing etc. Complete as per specification and instruction of Engineer Incharge.

Net B.B 1518.01 ( - ) 214.13 = 1303.88 Cft

C-9

1 20.00 16.00 1.50 = 480.00 Cft1 15.00 16.00 1.50 = 360.00 Cft1 15.75 16.00 1.50 = 378.00 Cft

Total = 1218.00 Cft

C-10

1 20.00 16.00 0.50 = 160.00 Cft

1 15.00 16.00 0.50 = 120.00 Cft

1 15.50 16.00 0.50 = 124.00 CftTotal = 404.00 Cft

C-11

1 20.00 16.00 = 320.00 Sft1 15.00 16.00 = 240.00 Sft

1 15.75 16.00 = 252.00 Sft

3 3.50 0.75 = 7.88 Sft

2 2.50 0.75 = 3.75 Sft

1 4.00 0.75 = 3.00 SftTotal = 826.63 Sft

C-12

1 20.00 4.00 = 80.00 SftTotal = 80.00 Sft

Earth filing: under floors with earth brought from out side approved source i/c all leads & lifts, filling in layers not more than 6" thick, consolidating upto specified density and to the satisfaction of Engineer incharge.

P/F: clean course sand under floors from an approved source i/c leveling, watering, compacting etc. Complete in all respect as per specification and instruction of Engineer incharge

P/L: mosaic floors consisting of 1½" thick PCC 1:2:4 divided into panels not morethan 3'x3' with 3/8" thick marble strip and 1/2" thick mosaic topping (1 part of grey cement & 3 parts of approved colour and size marble chips i/c curing, grinding, rubbing and polishing etc. Complete as per specification and instruction of Engineer incharge.

P/L: 3/8" thick terrazzo dado or skirting over 1/2" thick cement plaster in 1:3 ratio, (1 part of gray cement and three parts of approved colour and size marble chips i/c grinding, rubbing, curing and wax polishing etc. Complete as per specification and instruction of Engineer incharge.

C-13

2 20.00 11.00 = 440.00 Sft2 16.00 11.00 = 352.00 Sft1 20.00 16.00 = 320.00 Sft2 15.00 11.00 = 330.00 Sft2 16.00 11.00 = 352.00 Sft1 16.00 15.00 = 240.00 Sft2 10.00 11.00 = 220.00 Sft4 10.00 11.00 = 440.00 Sft1 10.00 10.00 = 100.00 Sft2 10.00 11.00 = 220.00 Sft1 10.00 5.50 = 55.00 Sft1 20.00 7.00 = 140.00 Sft1 16.75 11.00 = 184.25 Sft1 16.75 5.75 = 96.31 Sft2 53.75 11.00 = 1182.50 Sft2 17.50 11.00 = 385.00 Sft

Total-A 5057.06 Sft

Deduction3 3.50 7.00 = 73.50 Sft

1 4.00 7.00 = 28.00 Sft

4 5.00 5.50 = 110.00 Sft

1 6.00 5.50 = 33.00 SftTotal-B = 244.50 Sft

Net Plaster (A - B) 5057.06 ( - ) 244.50 = 4812.56 Sft

C-14

2 53.75 11.00 = 1182.50 Sft2 17.50 11.00 = 385.00 Sft

Total = 1567.50 Sft

C-15

1 4.00 8.50 = 34.00 Sft

3 3.50 8.50 = 89.25 Sft

2 2.50 7.00 = 35.00 Sft

Total = 158.25 Sft

P/A: 1/2" thick cement plaster on walls in 1:4 c/sand mortar i/c scaffolding, chamfering of edges, rounding the corners, making grooves and edges where required, P/F: of expended metal jali, 1/2"x1/2" size, 1' wide at all joints of RCC & bricks & curing etc. Complete as per specification and instruction of Engineer Incharge.

P/A: deep struck pointing in cement/surkhi mortar in 1:1 with approved colour i/c racking out the joints not less than 1/2" deep, saturating the surface, scaffolding & curing etc. Complete in all respect as per specification and instruction of Engineer incharge.


C-16

1 6.00 5.50 = 33.00 Sft

4 5.00 5.50 = 110.00 Sft

2 3.00 2.00 = 12.00 Sft

Total = 155.00 Sft

C-17

As per item No.C-12 = 4812.56 SftTotal = 4812.56 Sft

C-18

5 x 15.00 = 75.00 Rft

C-19

1 4.00 8.50 = 34.00 Sft1 3.50 8.50 = 29.75 Sft

Total = 63.75 Sft

C-20

2 59.75 3.00 0.33 = 118.31 Cft2 17.50 3.00 0.33 = 34.65 Cft

Total = 152.96 Cft

C-21

1 52.25 16.00 = 836.00 SftTotal = 836.00 Sft


P/A: 3 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade & quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish, complete as per instruction of Engineer incharge.

P/F: 4" dia CI rain water pipe i/c jointing, bends and clamps and 3 coats of synthetic enamel paint. complete in all respect as per specification and instruction of Engineer incharge.

S/F: of 1½" thick D/Wood joinery as in wire gauze door without chowkat i/c all iron mongery and hardware such as hinges, handle, holdfast, door spring and tower bolts etc. as approved, 12x24 wire mesh and 3 coats of S/E paint. Complete in all respect as per specification and instruction of E/Incharge.

P/L: PCC 1:3:6 as in plinth protection, around the building over compacted earth or where required i/c framework, placing, curing, leveling, compacting and finishing etc. Complete in all respect as per specification and instruction of Engineer Incharge.

P/L: roof treatment consisting of:-a) 2 coats of hot bitumen with sand blinding.b) 2 layers of approved polythene sheet. c) 4" thick compacted earth with proper slope.d) 1½" thick brick tiles in 1:6, grouting in 1:3 and flush pointing in 1:1Complete as per specification and instruction of Engineer Incharge.

INTERNAL ELECTRIFICATION

E-1

20 Nos

E-2

5 Nos

E-3

12 Nos

E-4

6 Nos

E-5

6 Nos

E-61 No

E-7

E-8

2 Nos.

E-9

1 No.

Wiring of light or fan point from point to switch with 2x3/.029 Pakistan cable i/c sub circuit wiring with 7/.029 Pakistan cable, with all accessories such as PVC concealed conduit PPI switches (premier) fixed on plastic sheets & wooden box, ceiling rose and holder etc. Complete as per instruction of Engineer Incharge.

Same as item # 01, but wiring with 2x7/.044+1x3/.029 for 3 pin 15 Amp. power plug i/c P/F: of 15 Amp. switch socket unit PPI (China clay base) fixed on wooden box on separate circuit. Complete as per instruction of Engineer Incharge.

P/F: 4' long tube light (Asia/M. Inayatullah made) with starter, tube rod (Phillips) and choke. Complete as per specification and instruction of Engineer Incharge.

P/F: of 56" sweep capacitor type ceiling fan with dimmer, (Pak Fan Delux) i/c suspension rod and canopy etc. Complete as per instruction of Engineer Incharge.

Same as item # E-1, but wiring of 5 pin 5 Amp. light plug away from switch board i/c P/F: of PPI (premier) light plug i/c wiring with 7/.029 etc. Complete as per instruction of Engineer Incharge.

Providing and Fixing of main board having:-

P/Fixing: of 2 core 7/0.052 aluminum cable in PVC pipe of approved quality i/c connection from nearest source to main board.

P/Fixing: 12" Sweep (Pak) Exhaust fan with louver. Complete in all respect as per specification and instruction of Engineer incharge.

Earthing of main switch with 8 SWG copper wire, laid in 1/2" dia GI pipe from main switch to 2'x2' copper plate burried in 14 feet deep pit alongwith salt & charcoal mixture. Complete in all respect as per specification and instruction of Engineer incharge.

WATER SUPPLY & SANITARY INSTALLATION

W-1

1 No.

W-2

1 No.

W-3

1 No.

W-4

2 Nos.

W-5

4" dia CI pipe. 1 30.00 = 30.00 Rft

2" dia CI pipe. 1 18.00 = 18.00 Rft

W-6

80.00 Rft

W-7

2 Nos.

W-8

1 No.

W-9

1 No.

W-10

P/F: Asiatic type WC (ICI Boch) or equivalent) i/c "Master" Tanki, P/Trap, Stop Cock, Plastic Connection & Hockey Pipe etc. Complete as per specification and instruction of Engineer Incharge.


P/F: CP adjustable shower rose i/c stop cock and CP inlet pipe etc. Complete as per instruction of Engineer Incharge.

P/F: Brass bib cock ½" dia screw down type Faisal or equivalent make. Complete as per instruction of Engineer Incharge.

P/F: of soil, water, vent pipe of CI with plain socket i/c tee, bend, caulking the joints with cement, painting to pipe, making holes and repair to original shape. Complete in all respect.

S/L: jointing and testing of ½" dia GI pipe (IIL-L) i/c tees, bends, union, elbows, socket etc. Making hole and repair complete.

P/F: 3" floor trap of CI i/c CP grating, caulking the joints with cement and hole repair complete.

Providing and Fixing of best quality 24" long towel rail. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge.

Providing and Fixing of best quality Plastic soap dish. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge.


1 No.

W-11

2 Nos.

W-12

1 No.

W-13

1 No.

W-14

40.00 Rft

W-15

4 Nos.

W-16 S/F: of polythene water tank 500 gallons

1 No.


P/F: CP bib cock heavy 1/2" dia Faisal or equivalent made. Complete as per specification and instruction of E/Incharge.

Construction of septic tank of BB size, 8'x4'x6' with 9" thick BB wall, 4½" thick BB partition, 1/2" thick cement plaster in 1:4 and 6" thick PCC 1:3:6 in foundation and bed, 4" thick RCC 1:2:4 precast covers with 1/2" dia bars, 4" C/C both way. Complete as per instruction of Engineer Incharge.

Construction of 6' internal dia 30' deep soakage pit i/c 9" thick BB in 1:4 from top to 6' depth, filling of pit with stone boulder, making chemny and RCC 1:2:4 cover 4" thick with 1/2" dia bars 4" C/C both way. Complete in all respect as per specification and instruction of Engineer incharge.

P/L: in trench, jointing and testing 6" dia RCC pipe i/c collar, excavation of trench & re-filling after laying of pipe. Complete as per specification and instruction of Engineer Incharge.

Construction of 2'x2' or 2' dia BB manhole, upto required depth i/c 4" PCC 1:4:8 in bed, BB wall laid & plastered in 1:4 making channel inside and RCC 1:2:4 cover, 4" thick with 3/8" dia bars 4" C/C both side. Complete as per instruction of Engineer Incharge.

estimation of water tank

Documents

5mm glass

expended metal

roof treatment

kohi bahara

heavy duty

china clay

phase indicator

termite proofing