BOILER ROOM

S.No. Description Unit QuantityA. SUBSTRUCTURE

1.EXCAVATION AND EARTH WORK

1.1 48 10 6.94 480 333.12

1.2 40 30 65 1200 2600

1.3 20.25 30 77 607.5 1559.25

1.4 13.5 3 93 40.5 1255.5

1.5 34.8 12 77 417.6 2679.6

1.6 40.5 40 196 1620 7938

1.7 38.4 40 196 1536 7526.4

1.80 118.15 25 78 2953.75 9215.7

1.9 38.4 80 95 3072 3648Total carried to summary 11,927.35 36,755.57 2. CONCRETE WORK

2.1a) 10cm thick under footing 7.26 60 85 435.6 617.1a) 5cm thick under floor slab 20 25 85 500 1700

Unit price as per the contract

Unit price as current

marketAmount as per

the contractAmount as per current market

Clear the site to remove top soil to an average depth of 20 cm m2

Bulk excavation to an average depth of 60 cm to remove all black cotton soil over the entire area of the building as per the engineer instruction.

m3

Excavation for islolated foundation footing in normal soil to a depth not exceeding 150 cm from reduced ground level. m3

Excavation for islolated foundation footing in normal soil to a depth below 150 cm and not exceeding 300cm from reduced ground level. m3

Trench excavation for masonry foundation wall to a depth not exceeding 150 cm from reduced ground level m3

Back fill around foundation footing with selected material brought from outside and well ram in layers not exceeding 20 cm thick. m3

Back fill under hard-core with borrow selected material brought from outside and well ram in layers not exceeding 20cm thick using compactor. m3

Cart away surplus excavated material and spread on a chosen site at a distance not exceeding 2 km from site.

m3

Hard basaltic or equivalent stone hard core well rolled consolidated and blinded with crushed stone to a finished thickness of 25 cm m2

lean concrete in class C-5 with minimum cement content of 150 kg/m3

under footings.

m2

m2

2.2 0 0a. In foundation footings 2 1200 1950 2400 3900b. In foundation column 1 900 1950 900 1950c. In grade beam 2.5 1200 1950 3000 4875d. In12cm thick concrete floor slab 20 160 195 3200 3900

2.3 0 0 0a. Foundation footing. 6 50 130 300 780b. Foundation column 13 50 130 650 1690c. Grade beam 19 60 130 1140 2470

2.4 0 0 0a. Diam. 8mm deformed bar kg 182 18 36 3276 6552b. Diam. 14mm deformed bar kg 150 1 36 150 5400c. Diam. 16mm deformed bar kg 250 18 36 4500 9000Total carried to summary 20,451.60 42,834.10 3. MASONRY WORK

3.1 10 350 1250 3500 12500

3.2 6 650 1500 3900 9000Total carried to summary 7,400.00 21,500.00 B. SUPER STRUCTURE1. CONCRETE WORK

1.1 0 0 0a. In elevation column. 1 1200 1950 1200 1950b. In beams & lintel 2.5 600 1950 1500 4875

1.2 0 0 0a) Elevation Column 10 50 130 500 1300b. In beams & lintel 20 40 130 800 2600

1.3 0 0 0a) Diam. 8mm deformed bar kg 135 17 36 2295 4860

Reinforced concrete in class C-25 with minimum cement content of 360 kg/m3 filled in to form work and vibrated around reinforcement bar. (form work and reinforcement bar measured separately).

m3

m3

m3

m2

Provide, cut and fix in position Wooden or metal form work for:

m2

m2

m2

Provide and place steel reinforcement bars according to structural drawings. Price includes cutting, bending, placing in position and tying wires.

50cm thick hard trachytic stone foundation masonry wall bedded in cement sand mortar of mix ratio1:4. m3

Ditto as Item 3.1 but semi-dressed stone masonry wall above N.G.L. external side left for pointing. (Price includes pointing to external side of the wall with cement sand mortar of ratio 1:3)

m3

Reinforced concrete class C-25, with minimum cement content of 360 Kg/m3 filled into form work and vibrated around steel reinforcement. Steel reinforcement and form-work measured separately.

m3

m3

Provide, cut and fix in position Wooden or metal form work for:

m2

m2

Provide and place steel reinforcement bars according to structural drawings. Price includes cutting, bending, placing in position and tying wires.

b) Diam. 16 mm deformed bar kg 334 17 36 5678 12024

1.4 ml 0 0 0Total carried to summary 11,973.00 27,609.00

8cm thick concrete coping over top of H.C.B. wall. Price including form work.

2. BLOCK AND MASONRY WORK

2.1 72 135 330 9720 23760Total carried to summary 9,720.00 23,760.00 3. Roofing

3.10 m² 28 115 330 3220 9240

3.2 lm 6 60 105 360 630

3.3 lm 12 40 110 480 13203.4

0 0 0Total carried to summary 4,060.00 11,190.00 4. Carpentry & Joinery

4.1ml

70 12 35 840.00 2450ml

55 12 36 660.00 1980ml

42 35 70 1,470.00 2940d) 2.5 x 25cm facia board m² 2 115 - 230Total carried to summary 2,970.00 7,600.00 5. Metal Works

5.1 0 0 0a) Door size of 90 x 260 cm No 1 8000 2935 8000 2935

20 cm thick class "B" H.C.B wall bedded on cement sand mortar of ratio 1:4, both sides left for plastering.

m2

Supply and fix G-30 galvanized corrugated iron sheet .Supply and fix G-28 sheet metal gutter with development length 60 cm

Supply & fix down pipe made in PVC of size 80mm. Provide proper supporting metal straps at 100cm. Price includes rain water strainer at the down pipe inlet.

8 mm thick chipwood ceiling fixed to 5 x 4 cm zigba battens c/c 60 cm. (price includes corner list & battens)

m2

40mm thick semi-solid core flush wooden doors covered on both sides with 4mm mahogony plywood. Door frames shall be in solid wood of kerrero, 50 mm thick & variable width depending on wall thickness. Provide all necessary iron mongery, rubber door stoppers, good quality European made cylindrical locks & 3 coats of varnish paint. Sample shall be inspected & approved by the client before mass production.

a) Diam. 10-12 cm eucalyptus upper & lower members b) Diam. 8-10 cm eucalyptus diagonal & vertical truss members c) 5x7 cm sawn zigba purline c/c 90 cm

Supply and fix in position metal windows, window doors and doors made from 1.5mm thick & 38mm wide LTZ profile frames. Price shall include one coat of antirust and two coats of synthetic enamel paint and 15mm x15mm grills. (Quality of material shall be inspected & approved by the client before mass production)

b) Windows m² 4 450 1250 1800 5000Total carried to summary 9,800.00 7,935.00 6. Finishing

6.1 0 0 0

144 30 75 4320 10800

30 60 80 1800 2400

6.2 20 60 80 1200 1600

6.3 0.72 60 125 43.2 90Total carried to summary 7,363.20 14,890.00 7. Glazing

7.1 4 140 350 560 1400Total carried to summary 560.00 1,400.00 8. ELECTRICAL WORKS

1 Pcs 2 400 219 800 438

2 Pcs 2 370 505 740 1010

3 Pcs 1 316 219 316 219Distribution boards 0 0 0

4 0 0 01pcs ACB of 16A/1p 0 0 01pcs ACB of 16A/1p 0 0 01pcs ACB of 10A/1p Pcs 1 1000 3200 1000 3200

Finishing works shall include all surface pre-cleaning, preparation and application of finishing and cleaning at the end of finishing works

a) Three coats of plastering in cement sand mortar of ratio 1:3 to internal & external walls. Provide grooves recessed by 5mm between columns and walls m2

b) Ditto as item 6.1 but to reinforced concrete beams, columns and steps.

m2

Floor finishing bedded in cement sand screed of 1:3 ratio (price shall include 30mm cement screeding)

m2

Provide, cut & fix 300mm width & 30mm thick Terrazo window sill. Provide 10mm wide water drops. Price includes cement sand mortar bed

m2

4mm thick clear glass free from defects fixed to wooden door funlights and to metal door & windows.

m2

Supply and install flush mounted light points fed through 2x2.5mm2 wire inside rigid thermoplastic conduits of 13.5 mm including junction boxes with covers and insulating screw caps

Supply and install general purpose socket outlets points fed through 3x2.5mm2 wire inside rigid thermoplastic conduits of 16 mm including junction boxes with covers and insulating screw caps

Supply and install telephone outlet points with pulling wire inside thermoplastic conduits of dia. 19mm including junction boxes

supply and install flush mounted sub distribution board SDB - Po & Wt consisting of ;

5 Supply and install light fittings of type 0 0 0

Pcs 2 510 1050 1020 21006 Supply & install 0 0 0

(a) Single pole switch Pcs 1 50 380 50 380

7 Pcs 2 55 260 110 5208 Earthing system 0 0 0

ML 5 55 460 275 2300

Pcs 1 500 1061 500 1061

9.0 Pcs 1 95 309 95 309Sub total 4,906.00 11,537.00

Grand Total 91,131.15 207,010.67

Philips TMS 012/136+1XTLD36w or approved equivalent

Supply and install shucko type socket outlets with

Supply and install bare copper conductor for earthing 1 x10mm2

Supply and Install earthing rod 1 x 2400mmSupply and install surface mounted tele junction boxes 30 x 30 x 10cm

MAIN FACTORY

S.No. Description Status Unit Unit price Importancy RemarkA. Sub Structure

1 Excavation & Earth work Completed2 Concrete work Completed3 Masonary works Completed

B. Super Structure1 Concrete work Completed2 Block & Masonry work Not Complete

2.1 20cm thick Class B HCB 280.4 160 44,864.00 Important Should complete 92,532.00 3 Roofing Not Complete

3.1 Supply & fix 6mm thick EGA 300 125 185 23,125.00 Important Should complete 43,750.00

3.2 Supply & fix G28 sheet metal gutter not important not necessary3.3 Supply & fix down pipe ml not important not necessary3.4 Supply EGA 300 roof ridge ml 5 60 300 Important Should complete 900

4 Metal Works Not Complete

4.2a. Sliding door 350/360cm No 8 10,000.00 80,000.00 Important Should complete 151,200.00 b. Windows 97 550 53,350.00 Important Should complete 71,400.00

5 Finishing Not Complete5.1 Plastering of HCB wall Not important not necessary

5.2 184.8 60 11,088.00 Important Should complete 13,860.00

5.3 20 x 20 x 2cm thick terrazo tile class B 1680 70 117,600.00 important 470,400.00

5.4 30 70 2,100.00 Important Should complete 5,400.00 6 Glazing Not Complete

6.1 4mm thick clear glass 75 140 10,500.00 Important 20,160.00 7 Electrical works Not Complete 46,288 Important should complete 81,031.25

Remaining quantity

Amount of remaing work according to

ContractCurrent

Estimated price

m2

m2

m2

Sapply & fix in position metal door & windows

m2

m2

Ditto as item 5.1 but for column & beams m2

m2Changed to cement screed

Provide & fix 300mm width & 30mm thick concrete window sill m2

m2Changed with mesh wire

Grand Total 271,615.00 950,633.25