Kilinochchi Tender Price Schedule - Final[1]

SRI LANKA

THE PROJECT FOR REHABILITATION OF

23-May-13

THE GOVERNMENT OF DEMOCRATIC SOCIALIST REPUBLIC OF SRILANKA

MINISTRY OF WATER SUPPLY AND DRAINAGE

KDG GLOBAL ENGINEERING (PVT) LTD

KILLINOCHCHI WATER SUPPLY SCHEME

NATIONAL WATER SUPPLY AND DRAINAGE BOARD

DAIHO CORPORATION

JAPAN

AND

TENDER PRICE SCHEDULE

Tender Price Schedule

Grand Summary

Main Contractor: DAIHO Corportion

Sub Contractor: KDG Global Engineering

ITEM NO ITEM DESCRIPTION UNIT QTY AMOUNT

(RS) AMOUNT (JPY)

CONSTRUCTION WORK

CW(1) Water Intake and Water Treatment Plant L.Sum 1.00 148,991,256 112,023,497

CW(2) Central College Water Tower L.Sum 1.00 83,088,969 62,472,910

CW(3) Paranthan Water Tower L.Sum 1.00 51,950,334 39,060,405

CW(4) Transmission Pipe L.Sum 1.00 40,187,869 30,216,444

CW(5) Distribution Pipe along A9 Road L.Sum 1.00 150,183,976 112,920,285

CW(6) Distribution Pipe in Killinochchi Town L.Sum 1.00 56,802,215 42,708,432

CW(7) Distribution Pipe in Paranthan Area L.Sum 1.00 12,963,303 9,746,848

CW(8) Machinery and Electrical Work L.Sum 1.00 37,913,471 28,506,361

Sub Total 01 582,081,393 437,655,182

PROCUREMENT WORKS OF THE EQUIPMENT

PWE(a) House Connection Equipment L.Sum 1.00 8,422,800 6,332,932

PWE(b) Labouratory Instruments L.Sum 1.00 1,778,400 1,337,141

PWE(c) Operation and Maintenance Equipment L.Sum 1.00 322,400 242,406

Sub Total 02 10,523,600 7,912,479

Grand Total (Sun Total 01 + 02) 592,604,993 445,567,661

THE PROJECT FOR REHABILITATION OF KILLINOCHCHI WATER TREATMENT SCHEME


GRAND SUMMARY

1Yen=1.33 SL Rs

Cost and Management Consultant 2 Narayananan Associates


Summary



1.33

ITEM NO ITEM DESCRIPTION UNIT QTY AMOUNT

(RS) AMOUNT (JPY)

CONSTRUCTION WORK

CW(1) Water Intake and Water Treatment Plant L.Sum 1.00 130,751,338 98,309,273

CW(2) Central College Water Tower L.Sum 1.00 72,916,990 54,824,805

CW(3) Paranthan Water Tower L.Sum 1.00 45,590,432 34,278,523

CW(4) Transmission Pipe L.Sum 1.00 35,267,960 26,517,264

CW(5) Distribution Pipe along A9 Road L.Sum 1.00 131,798,042 99,096,274

CW(6) Distribution Pipe in Killinochchi Town L.Sum 1.00 49,848,332 37,479,949

CW(7) Distribution Pipe in Paranthan Area L.Sum 1.00 11,376,300 8,553,612

CW(8) Machinery and Electrical Work L.Sum 1.00 33,272,000 25,016,534

Sub Total 01 510,821,394 384,076,234

PROCUREMENT WORKS OF THE EQUIPMENT

PWE(a) House Connection Equipment L.Sum 1.00 8,422,800 6,332,932

PWE(b) Labouratory Instruments L.Sum 1.00 1,778,400 1,337,141

PWE(c) Operation and Maintenance Equipment L.Sum 1.00 322,400 242,406

Sub Total 02 10,523,600 7,912,479

INDIRECT COST

IC(a) Common Temporary Work L.Sum 1.00 27,750,000 20,864,662

IC(b) Onsite Expences L.Sum 1.00 43,510,000 32,714,286

Sub Total 03 71,260,000 53,578,948

Grand Total (Sun Total 01 + 02 + 03) 592,604,994 445,567,661



SUMMARY

1Yen=1.33 SL Rs

Cost and Management Consultant 3 Narayananan Associates


CW(1)- Water Intake and Water Treatment Plant



Item No Description Unit Qty Amount (Rs) Amount (JPY) Remarks

WATER INTAKE

WI 01 NEW INTAKE PIT L.Sum 1.00 4,443,120 3,340,692

WI 02 INTAKE SUMP L.Sum 1.00 1,210,040 909,802

WI 03 INTAKE PUMP HOUSE L.Sum 1.00 646,000 485,713

WI 04 DIRECT TEMPORARY WORK L.Sum 1.00 1,050,000 789,474

RAW WATER TRANSMISSION

RW 01 RAW WATER TRANSMISSION PIPE L.Sum 1.00 656,240 493,413

WATER TREATMENT PLANT

WTP 01 ROUGHING FILTER L.Sum 1.00 39,925,312 30,019,032

WTP 02 AERATOR / RECEIVING WELL L.Sum 1.00 1,320,080 992,541

WTP 03 SLOW SAND FILTER L.Sum 1.00 41,148,642 30,938,831

WTP 04 WASHED SAND STORAGE YARD L.Sum 1.00 4,591,652 3,452,371

WTP 05 STORAGE POND L.Sum 1.00 3,366,154 2,530,942

WTP 06 ADMINISTRATION BUILDING L.Sum 1.00 877,440 659,728

WTP 07 GENERATOR HOUSE L.Sum 1.00 5,741,501 4,316,917

WTP 08 GUARD HOUSE L.Sum 1.00 891,054 669,965

WTP 09 YARD PIPING L.Sum 1.00 8,550,260 6,428,767

WTP 10 LANDSCAPING L.Sum 1.00 14,983,843 11,266,047

WTP 11 DIRECT TEMPORARY WORK L.Sum 1.00 1,350,000 1,015,038

130,751,338 98,309,273



BILL NO: CW(1) - WATER INTAKE AND WATER TREATMENT PLANT

Total for CW(1) carried to Summary

Cost and Management Consultant CW(1) 4 Narayananan Associates





Item No Description Unit Qty Rate

(Rs) Amount (Rs) Amount (JPY)

WI-01 NEW INTAKE PIT

WI-01-01 Site Clearance L.sum 1.00 160,000 160,000 120,301

WI-01-02 Care of water & dewatering L.sum 1.00 400,000 400,000 300,752

WI-01-03 Excavation in any material other than rock m3 21.00 960 20,160 15,158

WI-01-04 Extra over excavation in rock m3 1.00 8,000 8,000 6,015

WI-01-05 Permanent disposal of excavated materials m3 21.00 640 13,440 10,105

WI-01-06 Back filling item 1.00 40,000 40,000 30,075

WI-01-07Rubble packing (filling stone) 500mm thick

inside the intake pit for preventing muddiness m3 1.00 5,600 5,600 4,211

WI-01-08Rubble retaining wall (dry type) with 250-500

mm thick layersm3 25.00 5,760 144,000 108,271

WI-01-09 1000x500x2000mm sized - Kago Mat nr 51.00 14,000 714,000 536,842

WI-01-10 1000x1000x500mm sized - Gabion box nr 2.00 8,800 17,600 13,233

STEEL INTAKE PIT

Flange and plain ended, steel pipe

WI-01-11

Supplying/Fabricating and fixing 1350mm dia

12mm thick 4700mm deep steel pit as specified

in the drg No KWSP/INT/IP/C-02, Bottom plate

with 30mm dia hole @ 100mm c/c, top flanged

welded with following specials, fittings & cover.

(Specials, fittings and cover measured

separately.

nr 1.00 1,760,000 1,760,000 1,323,308

Inlet & outlet

Steel pipe flanged and plain ended

WI-01-12 250mm dia 600mm long nr 1.00 7,520 7,520 5,654



Air Release Pipe

Bend

WI-01-15100mm dia steel flange and plain ended 90

bendnr 1.00 6,720 6,720 5,053

L- shape fitting

WI-01-16100mm dia steel flange & Plain ended 'L' shape

pipenr 1.00 4,640 4,640 3,489








Pipe Fittings

Supply and fixing all DCI fittings including

rubber rings, lubricant, gaskets, bolts & nuts

and all other associated material required for

complete installation.

Stub backing flange including built fushion

weld

WI-01-17 250-280mm dia nr 1.00 8,080 8,080 6,075

Bend

WI-01-18 250mm dia DCIP double flange 90 short bend nr 2.00 37,440 74,880 56,301

Bell Mouth

WI-01-19 250mm dia DCIP flange bell mouth nr 2.00 16,400 32,800 24,662

NEW INTAKE PIT - INTAKE SUM PIPE WORK

Supply and laying all HDPE pipes and fittings &

specials including all other associated material

required for complete installation.

WI-01-20 280mm dia HDPE pipe (approx) m 15.00 5,440 81,600 61,353

WATERPROOFING

WI-01-21

Waterproofing - surface preparation with SSPC-

SR10, first, second & finish coat with 125

microns thick Epoxy Resin

m2 14.00 720 10,080 7,579

MISCELLANIOUS WORK

Bracket

WI-01-22 Steel pipe brackets including water proofing nr 3.00 3,200 9,600 7,218

Silt curtain

WI-01-23Silt curtain 1m height including frame work as

depicted in drg No KWSP/INT/IP/C-01m 27.00 32,000 864,000 649,624

Anchoring

WI-01-24Anchoring silt curtain structure with 12mm dia

wire 15-20m long to concrete anchor blocknr 4.00 12,000 48,000 36,090

4,443,120 3,340,692 Total WI 01 - New Intake Pit carried to CW(1) Bill Summary








WI-02 INTAKE SUMP

INSITU CONCRETE

Rate shall include supplying and placing

concrete (with temperature control) and

curing as specified. Reinforcement &

formwork measured separately.

Reinforced concrete Grade 35 A

WI-02-01 In 250mm thick sump top slab m3 4.00 23,600 94,400 70,977

WI-02-02500x500x250mm sized concrete base to place

submersible pumpnr 2.00 1,600 3,200 2,406

CONCRETE ANCILLARIES

Reinforcement

Rate shall include supplying and delivering to

the yard, storing, cutting and bending,

transport to the site, cleaning as specified and

placing in position tied with GI binding wire fix

with cover blocks complete as depicted in

drawings.

WI-02-03 10mm dia Tor steel t 0.30 210,000 63,000 47,368

Chemical anchoring

WI-02-04Chemical anchoring 125mm long using Hiliti Re

500 or equivalent nr 172.00 320 55,040 41,383

Formwork

All formwork shall be plywood sheet. Rate

includes formwork support system

WI-02-05 Fair finish to bottom m2 17.00 2,560 43,520 32,722

WI-02-06 Fair finish to sides m2 6.00 2,560 15,360 11,549

MANHOLE COVER

WI-02-07Class A 150 Manhole cover 600mm dia clear

opening with circular basenr 1.00 24,000 24,000 18,045

PIPEWORK - PIPES

Supply and laying all DI pipes and fittings,

valves & specials including rubber rings,

lubricant, gaskets, bolts & nuts and all other

associated material required for complete

installation.

Suction Pipe

Rate included under mechanical works Rate included in mechanical works








MISCELLANEOUS WORK

WI-02-18

25mm dia stainless steel steps fixed to concrete

wall with chemical anchoring rate include for

necessary drilling etc complete as depicted in

drawing no KWSP/STD/ST-02

nr 14.00 1,760 24,640 18,526

WI-02-19

Hand rails 32mm dia G.I pipes two horizontal

pipes in 550mm c/c and vertical pipes in

1500mm(max) c/c including G.I joints and fixing

to concrete slab

m 18.00 4,800 86,400 64,962

WI-02-20Pipe support in concrete (400x200x100mm

sized approx)nr 2.00 240 480 361

WI-02-21Allow for removal of existing slab and making

good as directedL.sum 1.00 40,000 40,000 30,075

WI-02-22Allow for supplying and fixing checqued plate as

per drg No KWSP/INT/IP/C-03L.sum 1.00 64,000 64,000 48,120

WI-02-23Allow for supplying and fixing screen inside the

sump completeL.sum 1.00 160,000 160,000 120,301

WI-02-24

Supplying & fixing pumps lifting device

including pulley, chain and etc as depicted in

the drg No WTP-PM-02 and as specified.

L.sum 1.00 480,000 480,000 360,902

WI-02-25

Provision for making holes for fixing HDPE pipe

280mm dia in existing sump wall and making

good

L.Sum 1.00 8,000 8,000 6,015

WI-02-26Provision for concrete pipe support including

brackets and clips etc completeL.Sum 1.00 48,000 48,000 36,090

1,210,040 909,802 Total WI 02 - Intake Sump carried to CW(1) Bill Summary








WI-03 INTAKE PUMP HOUSE

PIPEWORK - PIPES

Supply and laying all DI pipes and fittings,

valves & specials including rubber rings,



installation.

Delivery pipe (upto existing pipe)

DI Double flange pipe

WI-03-01 150mm dia 1320mm long (approx) nr 4.00 23,600 94,400 70,977






PIPEWORK - FITTINGS AND VALVES

Radial Tee

WI-03-07 150mm dia DI flanged radial Tee nr 4.00 47,600 190,400 143,158

Blank flange

WI-03-08 150mm dia DI nr 2.00 3,440 6,880 5,173

Bend

WI-03-09 150mm dia DI double flanged 90 Bend nr 6.00 14,160 84,960 63,880

Gate valve

WI-03-10 150mm dia DI double flanged nr 4.00 Rate included in mechanical works

Flange Adaptor

WI-03-11 150mm dia DI nr 4.00 Rate included in mechanical works

Flexible pipe (coupling)

WI-03-12 150mm dia DI nr 1.00 Rate included in mechanical works

Reducer

WI-03-13 200-150mm dia DI double flanged nr 2.00 Rate included in mechanical works

MISCELLANEOUS WORK

WI-03-14Pipe support in concrete (400x200x100mm

sized approx)nr 3.00 240 720 541

646,000 485,713 Total WI 03 - Intake Pump House carried to CW(1) Bill Summary








WI-04 DIRECT TEMPORARY WORK

WI-04-01Reinstatement of Roads damaged during

constructionL.sum 1.00 100,000 N/A N/A

WI-04-02Investigation including trial excavation and

borehole exploratory excavationL.sum 1.00 500,000 N/A N/A

WI-04-03Temporary Project Information Boards-As per

Vol II, General Requirement 19Nr 1.00 50,000 50,000 37,594

WI-04-04

Temporary Name plates for Grant Aid &

Equipment-As per Vol II, General Requirement

32

Nr 6.00 50,000 300,000 225,564

WI-04-05 Commemorative Plaque Nr 1.00 100,000 100,000 75,188

WI-04-06Temporary shoring with steel sheet pile- 6m

long 400mm wide m 34.00 Nill - -

WI-04-07 Coffer dam L.sum 1.00 Nill - -

WI-04-08 Permanent approach road L.sum 1.00 4,700,000 N/A N/A

WI-04-09Safety measures -Vol I, Instruction to

Tenderers 6.1L.sum 1.00 500,000 500,000 375,940

WI-04-10 Security Control system L.sum 1.00 100,000 N/A N/A

WI-04-11Provision for pressure & leakage test of pipe

lineL.sum 1.00 100,000 100,000 75,188

1,050,000 789,474 Total WI 04 - Direct Temporary Work carried to CW(1) Bill Summary








RW 01 RAW WATER TRANSMISSION PIPE

PIPEWORK - EXISTING PIPES AND FITTINGS

Rate to include cleaning & repairing of existing

pipes.

RW-01-01 Clearing & repairing of existing pipe works L.Sum 1.00 400,000 400,000 300,752

Intake to aerator PVC Pipe

PIPEWORK - PIPES

Rate to include excavation, supply & installing

pipes, shoring & dewatering, backfilling or

filling with selected material (where

necessary), compaction & disposal of excess &

unsuitable material and installation of warning

tapes as required.

Pipe work from A1 to A2 included in Yard

Piping.

Pipe work from New intake pit to EX. Raw

Water Main included in Intake Pit.

DI, Flanged and plain ended pipe

RW-01-02 200mm dia 1000mm long nr 2.00 24,000 48,000 36,090

DI, Plain ended pipe with puddle flange

RW-01-03200mm dia 1000mm long, puddle flange

400mm away from one end.nr 1.00 24,000 24,000 18,045

PIPEWORK - FITTINGS

Rate to include for providing fittings, thrust

blocks, anchor blocks etc.

Rate to include for additional excavation,

shoring, dewatering, construction of concrete

thrust block & all necessary items of work

required for complete installation of fittings.

DI, Coupling

RW-01-04 200mm dia nr 3.00 19,200 57,600 43,308

DI, Flange Tee

RW-01-05 200 x 200mm dia nr 1.00 46,560 46,560 35,008

DI, Flange Adaptor

RW-01-06 200mm dia nr 1.00 32,080 32,080 24,120

PIPEWORK - VALVES

Rate to include supply & fixing Valves and

providing supports, thrust blocks and

protection of joints (Chamber measured under

yard piping).

DI, Gate valve (Flanged Type)

RW-01-07 200mm dia nr 1.00 48,000 48,000 36,090

656,240 493,413 Total RW 01 - Raw Water Transmission Pipe carried to CW(1) Bill Summary








WTP 01 RAUGHING FILTER

EARTH WORKS

WTP 01 - 01 Site Clearance L.Sum 1.00 80,000 80,000 60,150

WTP 01 - 02 Care of water and Dewatering L.Sum 1.00 160,000 160,000 120,301

WTP 01 - 03 Temporary steel shoring m Nill - - -

WTP 01 - 04 Excavation in any material other than rock m3 223.00 800 178,400 134,135

WTP 01 - 05 Extra over of rock excavation m 25.00 8,000 200,000 150,376

WTP 01 - 06 Compacting bottom of excavation m2 225.00 120 27,000 20,301

WTP 01 - 07 Disposal of excavated material m3 223.00 640 142,720 107,308

IN SITU CONCRETE

Rate to include supplying and placing concrete

(with temperature control) and curing as

specified (R/F & F/W measured separately).

Concrete in Grade 15

WTP 01 - 08 Mass concrete blinding, 75mm thick m3 169.00 18,400 3,109,600 2,338,045

Reinforced Concrete in Grade 35A

WTP 01 - 09 in base m3 115.00 23,600 2,714,000 2,040,602

WTP 01 - 10 in plinth, 300x300x500mm sized m3 5.00 23,600 118,000 88,722

WTP 01 - 11 in walls m3 208.00 23,600 4,908,800 3,690,827

WTP 01 - 12 in columns m3 0.50 23,600 11,800 8,872

WTP 01 - 13 in beams m3 3.40 23,600 80,240 60,331

WTP 01 - 14 in suspended slab, 300mm thick m3 14.00 23,600 330,400 248,421


Reinforcement




erection placing in position tied with GI

binding wire and concrete blocks complete as

depicted in drawings.

WTP 01 - 15 Tor steel (T10 - T20) t 51.30 210,000 10,773,000 8,100,000

WTP 01 - 16 Mild steel (R6 - R10) t 0.30 208,000 62,400 46,917








Formwork


includes formwork support system.

WTP 01 - 17 Fair finish, plane horizontal m2 63.00 2,560 161,280 121,263

WTP 01 - 18 Fair finish, plane vertical m2 1,077.00 2,560 2,757,120 2,073,023

PRECAST CONCRETE

Rate to include supply and placing in position

PCC units.

WTP 01 - 19 1000x1000x200mm, PCC Slab with holes nr 110.00 30,400 3,344,000 2,514,286

WATERPROOFING

WTP 01 - 20 Two layer of Epoxy resin coating m2 803.00 720 578,160 434,707

PAINTING

WTP 01 - 21

Apply one under coat & two finishing coats of

approved weather proof emulsion paint on all

exposed surface of external walls.m2 347.00 560 194,320 146,105

Inlet, Washout, Outlet, Overflow & Drain Pipe

PIPEWORK - PIPES

Rate to include supply, delivery and laying all

pipes & specials including rubber rings,



installation.

DI, Double flange pipe with puddle flange

WTP 01 - 22200mm dia 960mm long, puddle flange 450mm

away from one end.nr 2.00 43,840 87,680 65,925

DI, Double flange pipe

WTP 01 - 23 250mm dia 4480mm long nr 2.00 93,520 187,040 140,632















DI, Flanged and plain ended pipe with puddle

flange

WTP 01 - 31250mm dia 1600mm long, puddle flange

500mm away from plain end.nr 1.00 54,480 54,480 40,962




away from plain end.nr 2.00 42,400 84,800 63,759


away from flanged end.nr 1.00 40,400 40,400 30,376

































DI, Plain ended pipe


PIPEWORK - FITTINGS

Rate to include supply, delivery and fixing all

fittings including all associated material


DI, Coupling

WTP 01 - 50 250mm dia nr 3.00 25,520 76,560 57,564

WTP 01 - 51 200mm dia nr 1.00 19,120 19,120 14,376

WTP 01 - 52 100mm dia nr 2.00 8,560 17,120 12,872

DI, Double Flanged 90 Bend

WTP 01 - 53 250mm dia nr 7.00 48,480 339,360 255,158

WTP 01 - 54 200mm dia nr 6.00 34,400 206,400 155,188

WTP 01 - 55 150mm dia nr 1.00 23,200 23,200 17,444

DI, Flange Tee

WTP 01 - 56 200 x 200mm dia nr 1.00 30,880 30,880 23,218

DI, Flange Adaptor

WTP 01 - 57 250mm dia nr 3.00 21,760 65,280 49,083

WTP 01 - 58 200mm dia nr 2.00 16,420 32,840 24,692

WTP 01 - 59 150mm dia nr 1.00 11,920 11,920 8,962

WTP 01 - 60 100mm dia nr 2.00 8,560 17,120 12,872

PIPEWORK - VALVES

Rate to include for providing supports, thrust

blocks and protection of joints (Chamber

measured under yard piping).


WTP 01 - 61 250mm dia nr 2.00 68,560 137,120 103,098

WTP 01 - 62 200mm dia nr 2.00 43,600 87,200 65,564

WTP 01 - 63 150mm dia nr 1.00 25,600 25,600 19,248

WTP 01 - 64 100mm dia nr 2.00 14,400 28,800 21,654








FILTRATION MEDIA

WTP 01 - 65 Filtration Gravel, 4-8mm dia pebbles m3 112.00 16,800 1,881,600 1,414,737



WTP 01 - 68 Filtration Gravel, 20mm dia pebbles m3 73.00 12,000 876,000 658,647

MISCELLANEOUS WORK

WTP 01 - 6920mm dia UPVC pipe fixed to PCC slab (300mm

long)m 825.00 224 184,800 138,947

WTP 01 - 70 Stainless steel ladder 450mm wide 4.55m long nr 4.00 88,000 352,000 264,662

WTP 01 - 71 GI handrail, 1100mm height m 92.00 7,200 662,400 498,045

WTP 01 - 72

Allow for providing concrete anchor blocks,

Thrust blocks for fittings as depicted in

drawing.

item 1.00 180,000 180,000 135,338

39,925,312 30,019,032 Total WTP 01 - Roughing Filter carried to CW(1) Bill Summary








WTP 02 AERATOR / RECEIVING WELL

REPAIR WORK

WTP 02 - 1

Allow for necessary improvement and cleaning

concrete surface of damaged structures

completely.

L.Sum 1.00 640,000 640,000 481,203

PRECAST CONCRETE

Rate to include supply and placing as shown in

drawing PCC blocks.

WTP 02 - 2 450x75x75mm PCC block nr 16.00 80 1,280 962

WATERPROOFING

WTP 02 - 3Chipping or grinding internal concrete surface

and apply concrete repair mortar.m2 107.00 2,000 214,000 160,902

WTP 02 - 4 Two layer of Epoxy resin coating m2 107.00 720 77,040 57,925

PAINTING

WTP 02 - 5



surface of external walls.m2 77.00 560 43,120 32,421



pipes.

WTP 02 - 6 Existing inlet pipe work L.Sum 1.00 80,000 80,000 60,150

CI, 200mm dia 2100mm long Double flange

pipe.

CI, 200mm dia 375mm long Flanged and plain

ended pipe with puddle flange.

CI, 2 nr 200mm dia Flanged 90 Medium Bend.

200mm dia Flanged Stapered Core (225mm

Tapered core & Hang).

PIPEWORK - PIPES





installation.

CI, Double flange pipe










CI, Flanged and plain ended pipe with puddle

flange

WTP 02 - 9

100mm dia 2100mm long, puddle flange

140mm away from plain end, fixed with FI

brackets 50X10mm.

nr 1.00 24,160 24,160 18,165

WTP 02 - 10

80mm dia 2100mm long, puddle flange 140mm

away from plain end, fixed with FI brackets

50X10mm

nr 1.00 19,520 19,520 14,677

PIPEWORK - FITTINGS




CI, Flanged 90 Medium Bend

WTP 02 - 11 100mm dia nr 1.00 9,920 9,920 7,459

WTP 02 - 12 80mm dia nr 1.00 7,040 7,040 5,293

PIPEWORK - VALVES




yard piping).


WTP 02 - 13 100mm dia nr 1.00 14,400 14,400 10,827

WTP 02 - 14 80mm dia nr 1.00 12,000 12,000 9,023

MISCELLANEOUS WORK


WTP 02 - 16 MS Steps, 450mm wide in Receiving well L.Sum 1.00 16,000 16,000 12,030

WTP 02 - 17 V Notch nr 1.00 32,000 32,000 24,060

Chequer Plate

WTP 02 - 18 650x850x6mm Chequer Plate nr 1.00 10,400 10,400 7,820

WTP 02 - 19 650x650x6mm Chequer Plate, nr 1.00 8,000 8,000 6,015

1,320,080 992,541 Total WTP 02 - Aerator / Receiving Well carried to CW(1) Bill Summary








WTP 03 SLOW SAND FILTER

EARTH WORKS

WTP 03 - 01 Site Clearance L.Sum 1.00 240,000 240,000 180,451

WTP 03 - 02

Allow for necessary improvement and cleaning

concrete surface of damaged structures

completely.

L.Sum 1.00 800,000 800,000 601,504

WTP 03 - 03 Excavation / Cutting of embankment m3 2,500.00 480 1,200,000 902,256

WTP 03 - 04 Allow of stock pile of excavated soil m3 2,500.00 160 400,000 300,752

WTP 03 - 05 Backfilling up to ground level (up to 20.10) m3 1,137.00 960 1,091,520 820,692

IN SITU CONCRETE




Concrete in Grade 20 (F/W measured

seperately)

WTP 03 - 06 Mass concrete supports to lateral pipe m3 0.81 20,000 16,200 12,180

Reinforced Concrete in Grade 35A

WTP 03 - 07 in filter collecting channel. m3 14.00 23,600 330,400 248,421

WTP 03 - 08 in additional placing wall in inlet channel. m3 0.03 23,600 708 532

WTP 03 - 09 in splash plate - 2nd pond. m3 0.22 23,600 5,192 3,904


Reinforcement







WTP 03 - 10 Tor steel t 1.00 240,000 240,000 180,451

WTP 03 - 11Chemical anchoring, 125mm long in wall &

splash plate.nr 20.00 320 6,400 4,812

Formwork



WTP 03 - 12 Fair finish, plane horizontal m2 2.00 2,560 5,120 3,850

WTP 03 - 13 Fair finish, plane vertical m2 160.00 2,560 409,600 307,970








PRECAST CONCRETE

Rate to include supply and placing in position

PCC cover slab.

WTP 03 - 14600x480x50mm PCC cover slab with lifting

handle in collecting chamber. nr 18.00 800 14,400 10,827

WTP 03 - 15500x500x50mm PCC cover slab with lifting

handle in drain channel . nr 85.00 640 54,400 40,902

WTP 03 - 16500x500x50mm PCC cover slab in collecting

channel.nr 180.00 640 115,200 86,617

WATERPROOFING

WTP 03 - 17Chipping or grinding internal concrete surface

and apply concrete repair mortar.m2 2,027.00 2,000 4,054,000 3,048,120

WTP 03 - 18 Two layer of Epoxy resin coating m2 2,187.00 720 1,574,640 1,183,940

PAINTING

WTP 03 - 19Chipping or grinding external concrete surface

and apply concrete repair mortar.m2 942.00 2,000 1,884,000 1,416,541

WTP 03 - 20



surface of external walls.m2 942.00 560 527,520 396,632



pipes & removal of pipes.

WTP 03 - 21 Clearing, repairing and removal as shown L.Sum 1.00 160,000 160,000 120,301

Collecting, Overflow & Drain Pipe

PIPEWORK - PIPES





installation.

CI, Double flange pipe





CI, Flanged and plain ended pipe with puddle

flange









DI, Flanged and plain ended pipe with puddle

flange



PVC, Plain ended pipe

WTP 03 - 29 160mm dia PVC scour pipe m 2.11 4,560 9,622 7,235

WTP 03 - 3090mm dia PVC (perforated) pipes including

forming 10mm dia holes @ 150mm c/c m 490.00 1,520 744,800 560,000

PIPEWORK - VALVES

Rate to include Supply & fixing Valves and



yard piping).

DI, Sluice valve (Flanged Type)

WTP 03 - 31200mm dia double flange with extended

spindle & hand wheelnr 3.00 46,960 140,880 105,925

WTP 03 - 32 150mm dia double flange nr 3.00 29,600 88,800 66,767

FILTRATION MEDIA

WTP 03 - 33 Filtration Sand, 0.32mm dia pebbles m3 1,113.00 17,400 19,366,200 14,561,053


WTP 03 - 35 Filtration Gravel, 5-16mm dia pebbles m3 86.00 15,200 1,307,200 982,857


MISCELLANEOUS WORK


WTP 03 - 38Timber stop log 50mm thick including fittings as

per drawing. nr 6.00 40,000 240,000 180,451

WTP 03 - 39 Triangular weir SUS 304, 6mm long nr 3.00 64,000 192,000 144,361

WTP 03 - 40 Steel Cradle, 1410x600mm nr 3.00 8,000 24,000 18,045

WTP 03 - 41 Allow provision for rubble steps L.Sum 1.00 16,000 16,000 12,030

WTP 03 - 42Allow for providing concrete anchor blocks,

Thrust blocks for fittings & valves.L.Sum 1.00 7,200 7,200 5,414

Galvanized Chequer Plate with lifting hook




41,148,642 30,938,831 Total WTP 03 - Slow Sand Filter carried to CW(1) Bill Summary








WTP 04 WASHED SAND STORAGE YARD

EARTH WORKS

WTP 04 - 01 Site Clearance L.sum 1.00 80,000 80,000 60,150

WTP 04 - 02 Care of water & dewatering L.sum 1.00 40,000 40,000 30,075


WTP 04 - 04 Extra over excavation in rock m3 10.00 8,000 80,000 60,150

WTP 04 - 05 Permanent disposal of excavated materials m3 73.00 640 46,720 35,128


WTP 04 - 0720mm dia gravel filling in chamber suit as per

drg no KWSP/WTP/SY/ST-01m3 0.50 2,400 1,200 902

IN SITU CONCRETE




Mass concrete in Grade 15

WTP 04 - 08 In blinding 50mm thick m3 8.00 18,400 147,200 110,677

Reinforced concrete in Grade 35 A

WTP 04 - 09 In base 300mm thick m3 53.00 23,600 1,250,800 940,451

WTP 04 - 10 In walls 200-250mm thick m3 38.00 23,600 896,800 674,286


Reinforcement







WTP 04 - 11 Tor steel (T10 - T12) t 7.30 210,000 1,533,000 1,152,632

Formwork











PIPEWORK - PIPES





installation.


WTP 04 - 13DI, 100mm dia 750mm long with puddle flange

75mm away form one end.nr 1.00 15,840 15,840 11,910


WTP 04 - 14 PVC, 110mm dia m 4.24 2,510 10,642 8,002

PIPEWORK - FITTINGS




DI, Coupling

WTP 04 - 15 100mm dia nr 1.00 8,560 8,560 6,436

PVC, 90 Bend

WTP 04 - 16 110mm dia nr 1.00 2,610 2,610 1,962

MISCELLANEOUS WORK

WTP 04 - 17



drawing.

L.Sum 1.00 7,200 7,200 5,414

4,591,652 3,452,371 Total WTP 04 - Wsah Sand Storage Yard carried to CW(1) Bill Summary








WTP 05 STORAGE POND

EARTH WORKS


WTP 05 - 02 Care of water & dewatering L.sum 1.00 40,000 40,000 30,075

WTP 05 - 03 Shoring L.sum Nill - - -


WTP 05 - 05 Extra over excavation in rock m3 30.00 8,000 240,000 180,451

WTP 05 - 06 Permanent disposal of excavated materials m3 316.00 640 202,240 152,060


WTP 05 - 08 Compacting in slope area m2 202.00 120 24,240 18,226

WTP 05 - 09 Slop protection work item 1.00 96,000 96,000 72,180

IN SITU CONCRETE





WTP 05 - 10 In screed, 50mm thick m3 3.20 18,400 58,880 44,271


WTP 05 - 11 In steps, 200mm thick m3 4.62 20,800 96,096 72,253

Reinforced concrete in Grade 25

WTP 05 - 12 In base, 300mm thick m3 12.11 20,800 251,888 189,389

WTP 05 - 13 In walls, 150-250mm thick m3 13.20 20,800 274,560 206,436


Reinforcement







WTP 05 - 14 Tor steel (T12) t 1.88 210,000 394,800 296,842








Formwork




MASONRY WORK

WTP 05 - 16

Rubble work 150-250mm sized including insitu

concrete 15MPa as per drawing no

KWSP/WTP/SP/C-01m3 24.00 13,600 326,400 245,414

PIPEWORK - PIPES





installation.

DI, Flange and plain ended pipe with puddle

flange












RC (Hume pipe), Plain ended pipe

WTP 05 - 25 300mm dia 1040mm long (approx) nr 1.00 6,640 6,640 4,992

PIPEWORK - FITTINGS




DI, Coupling

WTP 05 - 26 250mm dia nr 2.00 25,440 50,880 38,256








DI, Flange Adaptor

WTP 05 - 27 250mm dia nr 1.00 21,760 21,760 16,361

PVC, Tee

WTP 05 - 28 280x280x280mm dia nr 1.00 96,180 96,180 72,316

PVC, 90 Bend

WTP 05 - 29 280mm dia nr 2.00 14,990 29,980 22,541

PIPEWORK - VALVES




yard piping).


WTP 05 - 30 250mm dia nr 1.00 68,560 68,560 51,549

MISCELLANEOUS WORK

WTP 05 - 31



drawing.

L.Sum 1.00 7,200 7,200 5,414

3,366,154 2,530,942 Total WTP 05 - Storage Pond carried to CW(1) Bill Summary








WTP 06 ADMINISTRATION BUILDING

SUCTION PIPE

WTP 06 - 01150mm dia DI flange strainer including foot

valvenr 2.00 Rate included in Mechanical items

PIPEWORK - PIPES





installation.


WTP 06 - 02 150 mm dia , 3050 mm long (approx.) nr 2.00 Rate included in Mechanical items



PIPEWORK - FITTINGS




DI, Double Flanged 90 Medium Bend

WTP 06 - 05 150 mm dia nr 2.00 Rate included in Mechanical items

DI, Flexible Coupling

WTP 06 - 06150mm dia flexible joint including Stapered

Coupling.nr 2.00 Rate included in Mechanical items

PIPEWORK - VALVES

Rate to include for supply & fixing Valves and



yard piping).

Sluice valve

WTP 06 - 07150 mm dia double flanged Sluice valve with

hand wheelnr 2.00 Rate included in Mechanical items

CIVIL WORK

WTP 06 - 08Reinforced Concrete pipe support 450x225mm

sized, 600mm long (approx.)nr 2.00 1,600 3,200 2,406








DELIVERY PIPE

PIPEWORK - PIPES





installation.


WTP 06 - 09 300 mm dia , 900 mm long (approx.) nr 1.00 53,440 53,440 40,180






WTP 06 - 15150 mm dia , Flexible pipe 600 mm long

(approx.)nr 1.00 18,800 18,800 14,135

PIPEWORK - FITTINGS




DI, Flexible Coupling

WTP 06 - 16150mm dia flexible joint including Stapered

Coupling.nr 2.00 11,120 22,240 16,722

DI, Double Flanged 90 Medium Bend

WTP 06 - 17 300 mm dia nr 2.00 45,760 91,520 68,812

WTP 06 - 18 1500 mm dia nr 3.00 14,400 43,200 32,481

DI, Flanged Radial Tee

WTP 06 - 19 150 mm dia nr 3.00 48,240 144,720 108,812

DI, Blank Flanges

WTP 06 - 20 150 mm nr 1.00 6,560 6,560 4,932

DI, Double Flanged Flow meter

WTP 06 - 21 150 mm dia nr 1.00 212,320 212,320 159,639

DI, Double Flanged Coupling

WTP 06 - 22 150 mm dia nr 1.00 13,120 13,120 9,865








DI, Double Flanged Reducer

WTP 06 - 23 150 - 300 mm dia nr 1.00 37,600 37,600 28,271

PIPEWORK - VALVES

Rate to include for supply & fixing Valves and



yard piping).

DI, Sluice valve/ Gate valve (Flanged Type)


DI, Non - Return Valve (Flanged Type)


DI, Air vent Valve (Flanged Type)


CIVIL WORKS





877,440 659,728 Total WTP 06 - Administration Building carried to CW(1) Bill Summary








WTP 07 GENERATOR HOUSE

EXCAVATION AND EARTH WORK

WTP 07 - 01 Site Clearance item 1.00 40,000 40,000 30,075

WTP 07 - 02 Excavating top soil for preservation item 1.00 40,000 40,000 30,075

WTP 07 - 03

Excavation in any material other than rock for

wall foundation, Column, Ramp foundation and

Genset Foundationm3 69.00 800 55,200 41,504

WTP 07 - 04 Extra over of rock excavation m3 14.00 8,000 112,000 84,211


WTP 07 - 06Back Filling with selected excavated materials

including well rammed and consolidated.m3 21.00 1,600 33,600 25,263

WTP 07 - 07Filling under GF with imported material


WTP 07 - 08Filling with ABC including well rammed and

consolidated in Genset Area.m3 12.00 4,000 48,000 36,090

WTP 07 - 09

Gravel paving 1200mm wide, 100mm thk

around the building and well rammed and

consolidated.m2 60.00 2,240 134,400 101,053

WTP 07 - 10 Permanent Disposal of Excavated material m3 92.00 160 14,720 11,068

IN SITU CONCRETE





WTP 07 - 11 Mass concrete blinding in Column, 50mm thk m3 0.50 18,400 9,200 6,917

WTP 07 - 12 Mass concrete in wall foundation, 150mm thk m3 6.90 18,400 126,960 95,459

Reinforced Concrete Grade 25

WTP 07 - 13 In ground floor slab 150mm thick m3 16.50 20,800 343,200 258,045

WTP 07 - 14 In column base & ramp m3 5.00 20,800 104,000 78,195

WTP 07 - 15 In Column stump & ramp wall m3 2.40 20,800 49,920 37,534

WTP 07 - 16 In Plinth beam m3 3.10 20,800 64,480 48,481

WTP 07 - 17 In Genset Foundation m3 9.60 20,800 199,680 150,135








WTP 07 - 18 In column m3 3.00 20,800 62,400 46,917

WTP 07 - 19 In Beam m3 6.10 20,800 126,880 95,398

REINFORCEMENT

High yield steel (fy = 460N/mm2) in foundation

base, ground floor slab, column, ramp, beam

and plinth beams

WTP 07 - 20 Tor steel (T10 - T20) t 3.02 210,000 634,200 476,842

Mild steel (fy = 250N/mm2) As stirrups in

columns, ramp, plinth beam and Beam

WTP 07 - 21 6mm dia. t 0.12 208,000 24,960 18,767

FORMWORK



WTP 07 - 22 For sides of Screed concrete m2 14.50 1,600 23,200 17,444

WTP 07 - 23 For sides of column and ramp base m2 15.00 1,600 24,000 18,045

WTP 07 - 24 For sides of column stump and ramp wall m2 32.50 2,560 83,200 62,556

WTP 07 - 25 For sides of Genset base m2 15.40 2,560 39,424 29,642

WTP 07 - 26 For sides of Plinth Beam m2 30.20 2,560 77,312 58,129

WTP 07 - 27 For sides of column m2 40.00 2,560 102,400 76,992

WTP 07 - 28 For sides and soffits of Beam m2 57.00 2,560 145,920 109,714

MASONRY WORK

Random rubble work

WTP 07 - 29150x225mm sized Random rubble masonry in

foundation in cement sand mortar 1:6m3 30.20 5,920 178,784 134,424

Block Work

WTP 07 - 3075mm thick block lining in both sides of plinth

beam in cement sand mortar 1:5m2 29.00 760 22,040 16,571

WTP 07 - 31Block wall masonry 200mm thick in cement

sand mortar 1:5m2 265.00 1,520 402,800 302,857

WATER PROOFING

WTP 07 - 32

Single layer of 1000 gauge polythene DPM laid

with 150mm end and side lap on sand fill to

receive concrete floorm2 132.20 120 15,864 11,928

WTP 07 - 33 Floor Acrylic polymer water proofing in Oil tank m2 6.30 800 5,040 3,789

WTP 07 - 34 Joint Filler m 57.60 80 4,608 3,465








ROOF WORK AND CEILING

All timber sections and ceiling planks to be

treated with two coats of sealer and wood

preservatives as per specification.

WTP 07 - 35

Zn/Al metal sheet roof on Steel purlin "C"

channel including Hard wood ridge

plate150x50mm Sized, 100x50mm sized rafters

and 100x75mm sized wall plate Complete.

m2 158.00 1,280 202,240 152,060

WTP 07 - 36

300x25 mm sized valance and barge board in

class I timber fixed complete. Rate to include

for applying two coats of approved enamel

paint to all timber.

m 52.00 800 41,600 31,278

WTP 07 - 37Lunimidelle timber ceiling, nailed to the under

side of the raftersm2 158.00 1,280 202,240 152,060

ROOF PLUMBING

Rain water down pipe to be connected to the

rain water Drain

WTP 07 - 38

Gutter 150x150 mm sized in metal sheet fixed

on valance board with Galvanized mild steel

brackets 300mm c/c

m 32.70 1,384 45,257 34,028

WTP 07 - 39Square shape 100x50 mm sized metal down

pipes at fixed to columnm 40.00 1,960 78,400 58,947

WTP 07 - 40

200x200 mm sized surface drain in 100 mm thk

Gr 25 base and walls finished smooth with

cement rendering 1:3.

m 28.00 2,160 60,480 45,474

FLOOR, WALL AND CEILING FINISHES

WTP 07 - 4120mm thick smooth rendering to floor in

cement sand (1:4) in Electrical room. m2 52.00 560 29,120 21,895

WTP 07 - 4220mm thick power trowel finished in Genset

room and ramp. m2 65.00 720 46,800 35,188

WTP 07 - 4320mm thick Skirting 100mm high in cement

sand 1:3. m 58.00 80 4,640 3,489

WTP 07 - 44

20mm thick smooth plastering in cement, lime

and sand (1:1:5) to internal walls, beam,

columns m2 308.00 520 160,160 120,421

WTP 07 - 45

20mm thick plastering in cement, lime and

sand (1:1:5) and trowel semi-rough to external

walls, beam, columns. m2 228.00 480 109,440 82,286








PAINTING

WTP 07 - 46

Prepare and apply one under coat and two

finishing coats of approved Emulsion paint on

all internal plastered surface. m2 308.00 520 160,160 120,421

WTP 07 - 47

Prepare and apply one coat of approved

primer and two coats of approved weather

shield paint to External plastered surface m2 228.00 480 109,440 82,286

WTP 07 - 48

Prepare and apply one coat of approved primer

and two coats of approved weather shield paint

to Ceiling.m2 154.00 560 86,240 64,842

DOORS AND WINDOWS

Use white colour powder coated Aluminium

section for all Aluminium windows.

WTP 07 - 49SD1, 2100x3000mm sized Steel framed metal

sheet Cladding door.nr 2.00 40,000 80,000 60,150

WTP 07 - 50D2, 900x2100mm sized Aluminium framed

Aluminium glazed doornr 1.00 53,500 53,500 40,226

WTP 07 - 51AW1, 1500x2500mm sized Aluminium Glazed

windownr 2.00 106,080 212,160 159,519

WTP 07 - 52ALU, 1500x2500mm sized Aluminium fixed

Louvered windownr 1.00 111,600 111,600 83,910

WTP 07 - 53 FG1, 1200x1200mm sized fixed Glass Blocks nr 2.00 20,000 40,000 30,075

MISCELLANEOUS WORK

WTP 07 - 54

Reinforced concrete Lintel, Gr C 25 concrete

including all necessary formwork and

reinforcement.

m 15.80 2,240 35,392 26,611

WTP 07 - 55

Supplying and Fixing Gantry Beam Steel I beam

300x150mm sized , 7500 mm long anchored to

the concrete beams.

nr 1.00 400,000 400,000 300,752

WTP 07 - 56

Allow Oil tank for Generator, 200x200x200 mm

sized Oil pit, 200x400 mm high side wall

finished as depicted in Drawing.

L.Sum 1.00 Nill - -

WTP 07 - 57

Allow for 2 nr of 900x1200x200mm sized Hand

hole and 500x300 mm sized (25m long approx),

400x300 mm sized (5m long approx) Reinforced

concrete trench including all necessary finishing

and forming holes.

L.Sum 1.00 Nill - -

5,741,501 4,316,917 Total WTP 07 - Generator House carried to CW(1) Bill Summary








WTP 08 GUARD HOUSE

EXCAVATION AND EARTH WORK


WTP 08 - 02 Excavating top soil for preservation L.sum 1.00 50,000 50,000 37,594

WTP 08 - 03

Excavation in any material other than rock for

wall foundation, Column, Ramp foundation and

Genset Foundationm3 2.71 1,000 2,710 2,038

WTP 08 - 04 Extra over of rock excavation m3 0.27 10,000 2,700 2,030

WTP 08 - 05 Compacting bottom of excavation m2 3.71 150 557 419

WTP 08 - 06Filling under GF with imported material


IN SITU CONCRETE





WTP 08 - 07Mass concrete blinding in wall foundation,

50mm thk m3 0.19 18,400 3,496 2,629

Reinforced Concrete Grade 25

WTP 08 - 08 In ground floor slab 150mm thick m3 2.17 20,800 45,136 33,937

WTP 08 - 09 In Beam m3 0.23 20,800 4,784 3,597

REINFORCEMENT

High yield steel (fy = 460N/mm2) in foundation

base, ground floor slab, column, ramp, beam

and plinth beams

WTP 08 - 10 Tor steel (T10 - T20) kg 0.80 210,000 168,000 126,316

Mild steel (fy = 250N/mm2) As stirrups in

columns, ramp, plinth beam and Beam

WTP 08 - 11 6mm dia. kg 0.01 208,000 2,080 1,564

FORMWORK



WTP 08 - 12 For sides and soffits of Beam m2 2.76 3,200 8,832 6,641

MASONRY WORK

Random rubble work

WTP 08 - 13150x225mm sized Random rubble masonry in

foundation in cement sand motor 1:6m3 3.34 7,400 24,716 18,583








Block Work

WTP 08 - 14Block wall masonry 150mm thick in cement

sand mortar 1:5m2 23.02 1,900 43,738 32,886

WATER PROOFING

WTP 08 - 15

Single layer of 1000 gauge polythene DPM laid

with 150mm end and side lap on sand fill to

receive concrete floorm2 22.00 150 3,300 2,481

WTP 08 - 16 Floor Acrylic polymer water proofing. m2 3.71 1,000 3,710 2,789

ROOF WORK AND CEILING

All timber sections and ceiling planks to be

treated with two coats of sealer and wood

preservatives as per specification.

WTP 08 - 17

Zn/Al metal sheet roof on Steel purlin "C"

channel including Hard wood ridge

plate150x50mm Sized, 100x50mm sized rafters

and 100x75mm sized wall plate Complete.

m2 27.03 1,600 43,248 32,517

WTP 08 - 18

300x25 mm sized valance and barge board in

class I timber fixed complete. Rate to include

for applying two coats of approved enamel

paint to all timber.

m 20.80 1,000 20,800 15,639

WTP 08 - 19Lunimidelle timber ceiling, nailed to the under

side of the raftersm2 27.03 1,600 43,248 32,517

ROOF PLUMBING

Rain water down pipe to be connected to the

rain water Drain

WTP 08 - 20

Gutter 150x150 mm sized metal sheet fixed on

valance board with Galvanized mild steel

brackets 300mm c/c

m 10.20 1,730 17,646 13,268

WTP 08 - 21Square shape 100x50 mm sized metal down

pipes at fixed to columnm 12.00 2,450 29,400 22,105

WTP 08 - 22

200x200 mm sized surface drain in 100 mm thk

Gr 25 base and walls finished smooth with

cement rendering 1:3.

m 18.92 2,700 51,084 38,409

FLOOR, WALL AND CEILING FINISHES

WTP 08 - 2320mm thick smooth rendering to floor in

cement sand (1:4) in Electrical room. m2 6.00 700 4,200 3,158

WTP 08 - 24

20mm thick smooth plastering in cement, lime

and sand (1:1:5) to internal walls, beam,

columns m2 21.76 650 14,144 10,635








WTP 08 - 25

20mm thick plastering in cement, lime and

sand (1:1:5) and trowel semi-rough to external

walls, beam, columns. m2 25.10 600 15,060 11,323

PAINTING

WTP 08 - 26

Prepare and apply one under coat and two

finishing coats of approved Emulsion paint on

all internal plastered surface. m2 21.76 650 14,144 10,635

WTP 08 - 27

Prepare and apply one coat of approved

primer and two coats of approved weather

shield paint to External plastered surface m2 25.10 600 15,060 11,323

WTP 08 - 28

Prepare and apply one coat of approved primer

and two coats of approved weather shield paint

to Ceiling.m2 27.03 700 18,921 14,226

DOORS AND WINDOWS

Use white colour powder coated Aluminium

section for all Aluminium windows.

WTP 08 - 29SD1, 2100x3000mm sized Steel framed metal

sheet Cladding door.nr 1.00 50,000 50,000 37,594

WTP 08 - 30AW1, 1500x2500mm sized Aluminium Glazed

windownr 1.00 132,600 132,600 99,699

MISCELLANEOUS WORK

WTP 08 - 31

Reinforced concrete Lintel, Gr C 25 concrete

including all necessary formwork and

reinforcement.

m 0.90 2,600 2,340 1,759

891,054 669,965 Total WTP 08 - Guard House carried to CW(1) Bill Summary








WTP 09 YARD PIPING



pipes.

WTP 09 - 01 Clearing & repairing of existing pipe works L.Sum 1.00 200,000 200,000 150,376

Raw water main to Aireator & Slow sand filter

to Water Reservior.

YARD AND PROCESS DRAINAGE PIPE

PIPEWORK - PIPES

Rate to include excavation, supply & installing

pipes, shoring & dewatering, backfilling or

filling with selected material (where

necessary), compaction & disposal of excess &

unsuitable material and installation of warning

tapes as required.











HDPE (PN 10), Plain ended pipe

WTP 09 - 07 300mm dia m 31.00 12,800 396,800 298,346

WTP 09 - 08 250mm dia m 14.00 11,710 163,940 123,263

RC (HUME PIPE) Plain ended pipe

WTP 09 - 09 300mm dia m 105.00 11,025 1,157,625 870,395

W

Documents

Kilinochchi Tender Price Schedule - Final[1]