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ITEM DESCRIPTION UNIT RATE B - EXCAVATION & EARTH WORK B 01 Site preparation, Clearing site vegetation, removing bushes, shrubs & top soil to a depth not exceeding 6" and removing all debris away from site. Sqr. 765.00 B 02 Manual Excavation over site to reduce level in any material (except rock requiring blasting) including depositing and levelling as directed up to a distance not exceeding 30'. Cube 1130.00 B 03 Manual Excavation over site to reduce level in any material (except rock requiring blasting ) including depositing and levelling as directed distance exceeding 30'-0" but not exceeding 1/4 mile. Cube 1280.00 Shoring, dewatering and rock blasting if necessary for the excavation, shall be paid for separately for item B04 - B06 B 04 Manual Excavation for column, wall, staircase foundations in any material (except rock requiring blasting) up to 5'-0" depth, part return fill in and ram and surplus depositted within site as directed. Cube 1645.00 B 05 Manual Excavation for column, wall, staircase foundations in any material (except rock requiring blasting) depth exceeding 5'-0" and not exceeding 10'-0", part return fill in and ram and surplus depositted within site as directed. Cube 2525.00 B 06 Manual Excavation for column, wall, staircase foundations in any material (except rock requiring blasting) depth exceeding 10'-0" and not exceeding 15'-0", part return fill in and ram and surplus depositted within site as directed. Cube 2720.00 B 07 Supplying and installation of pre-cast cylinders for soil improvement of 4'-0" dia. Hume pipes of wall thickness 2" and height of 2'-0"( Nominal Reinforced type ) and lowering hume pipes to loose soils with water table close to ground level toa depth of 12'-0" below the ground level. Rate shall include for removal of soil from inside the rings and lowering while de- watering up to the required depth of 12'-0".(Rate per 12'-0" depth per location) Item 16000.00 B 08 Earth work supports,(Open planking) in trenches total depth up to 5'-0", distance between opposing faces not exceeding 6'-6" Sq.ft. 77.00 B 09 Earth work supports,(Open planking) in trenches total depth exceeding 5'-0" and not exceeding 10'-0", distance between opposing faces not exceeding 6'-6" Sq.ft. 145.00 B 10 Earth work supports,(Open planking) in trenches total depth exceeding 10'-0" and not exceeding 15'-0", distance between opposing faces not exceeding 6'-6" Sq.ft. 210.00 Engineering organization, W.P. Page 1 BSR 2010

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ITEM DESCRIPTION UNIT RATE

B - EXCAVATION & EARTH WORK

B 01 Site preparation, Clearing site vegetation, removing bushes,shrubs & top soil to a depth not exceeding 6" and removing alldebris away from site.

Sqr. 765.00

B 02 Manual Excavation over site to reduce level in any material(except rock requiring blasting) including depositing and levelling as directed up to a distance not exceeding 30'.

Cube 1130.00

B 03 Manual Excavation over site to reduce level in any material(except rock requiring blasting ) including depositing and levelling as directed distance exceeding 30'-0" but not exceeding 1/4mile.

Cube 1280.00

Shoring, dewatering and rock blasting if necessary for theexcavation, shall be paid for separately for item B04 - B06

B 04 Manual Excavation for column, wall, staircase foundations in any material (except rock requiring blasting) up to 5'-0" depth, part return fill in and ram and surplus depositted within site as directed.

Cube 1645.00

B 05 Manual Excavation for column, wall, staircase foundations in any material (except rock requiring blasting) depth exceeding 5'-0" and not exceeding 10'-0", part return fill in and ram and surplus depositted within site as directed.

Cube 2525.00

B 06 Manual Excavation for column, wall, staircase foundations in any material (except rock requiring blasting) depth exceeding 10'-0" and not exceeding 15'-0", part return fill in and ram and surplus depositted within site as directed.

Cube 2720.00

B 07 Supplying and installation of pre-cast cylinders for soilimprovement of 4'-0" dia. Hume pipes of wall thickness 2" andheight of 2'-0"( Nominal Reinforced type ) and lowering humepipes to loose soils with water table close to ground level toadepth of 12'-0" below the ground level. Rate shall include forremoval of soil from inside the rings and lowering while de-watering up to the required depth of 12'-0".(Rate per 12'-0" depthper location)

Item 16000.00

B 08 Earth work supports,(Open planking) in trenches total depth up to5'-0", distance between opposing faces not exceeding 6'-6"

Sq.ft. 77.00

B 09 Earth work supports,(Open planking) in trenches total depthexceeding 5'-0" and not exceeding 10'-0", distance betweenopposing faces not exceeding 6'-6"

Sq.ft. 145.00

B 10 Earth work supports,(Open planking) in trenches total depthexceeding 10'-0" and not exceeding 15'-0", distance betweenopposing faces not exceeding 6'-6"

Sq.ft. 210.00

Engineering organization, W.P. Page 1 BSR 2010

ITEM DESCRIPTION UNIT RATE

B 11 Earth work supports,(Close planking) in trenches total depth upto 5'-0", distance between opposing faces not exceeding 6'-6"

Sq.ft. 130.00

B 12 Earth work supports,(Close planking) in trenches total depthexceeding 5'-0" and not exceeding 10'-0", distance betweenopposing faces not exceeding 6'-6"

Sq.ft. 250.00

B 13 Earth work supports,(Close planking) in trenches total depthexceeding 10'-0" and not exceeding 15'-0", distance betweenopposing faces not exceeding 6'-6"

Sq.ft. 365.00

Approved earth shall mean filling materials that comply to the following :

( a )The earth shall be free of vegetation, roots, boulders, easily decomposable materials, chemicals, industrial waste, plastic etc.

( b ) The maximum size of particle shall not exceed 75mm.

( c ) The earth shall be well graded and the silt and clay (fines) content shall not be more than 25%

( d ) The Standerd proctor density shall be grater than 1.70g/cm3

B 14 Approved hard Earth spreading , leveling watering and manualcompaction, using standered cast iron stamper or equivalent andfilling in 150 mm thick layers (loose volume) in respected area(Earth available at site)

Cube 1130.00

B 15 Approved earth supplying within 16 Km from the source andpiled at site (measured at piled volume)

Cube 1850.00

B 16 Transport of Earth per Km per cube for over and above 16km 1 km 120.00

B 17 Off-shore Sand supply within 16km from the source (fordistances over 16km, add Rs. 75 per Cube per Killo Meter)subject to the specific approval by the Divisional Engineer.Rate is applicable for loose volume. *** In case of measurementsto be done on compacted volume multiply the rate by 1.2.

Cube 6465.00

B 18 Compaction of Earth including watering in 225mm thick layers(measured on piled volume) using machine Rammer. Rate includehire charges of the machine rammer. *** This rate is applicablefor building construction with earth work not exceeding 50cubes. (earth available at site).

Cube 825.00

B 19 Manually spreading and leveling piled approved earth - H.S.R.item Ew -002 (applicable for filling out side the building area)rate without compaction.

Cube 285.00

B 20 Bulk excavation using machinery Cube 1050.00

Engineering organization, W.P. Page 2 BSR 2010

ITEM DESCRIPTION UNIT RATE

B 21Bulk excavation using machinery including operator, Fuel, etc... Per Hour 500.00

C - CONCRETE

Note:

The Quality of the concrete should confirm to the relevantB.S., S.L.S. and ICTAD specification for Building works.

IN - SITU PLAIN CONCRETE

C 01 Cement concrete 1:3:6 (2") in wall foundation(Mass concrete) Cube 23910.00

C 02Cement concrete 1:3:6 (1 1/2") in foundation and under columnfootings (concrete mixer)

Cube 25420.00

C 03Cement concrete 1:3:6 (1 1/2") in foundation and under columnfootings (lean concrete of 3" thickness)

Sqr. 6355.00

C 04Cement concrete 1:3:6 (1") in foundation and under columnfootings (lean concrete of 2" thickness)

Sqr. 4110.00

C 05Cement concrete 1:3:6 (1") in foundation and under columnfootings

Cube 24655.00

C 06Cement concrete bedding 1:2 1/2:5(1") in Floors / Toilets/Garage/ Factory floors

Cube 26610.00

IN - SITU REINFORCED CONCRETE

C 07 Cement concrete 1:2:4 (3/4") footings, beams/lintels and columnsin ground floor using mixer and vibrator.

Cube 31750.00

C 08 Cement concrete 1:2:4 (3/4") in beams/lintols and columns in firstfloor using mixer and vibrator.

Cube 32700.00

C 09 Cement concrete 1:2:4 (3/4") in beams/lintols and columns insecond floor using mixer and vibrator.

Cube 33340.00

C 10 Cement concrete 1:1 1/2:3 (3/4") using mixer and vibrator inground floor.

Cube 34200.00

C 11 Cement concrete 1:1 1/2:3 (3/4") using mixer and vibrator in first floor

Cube 35230.00

C 12 Cement concrete 1:1 1/2:3 (3/4") using mixer and vibrator insecond floor

Cube 35915.00

C 13 4" Thick R.C.C slab in cement concrete 1:2:4(3/4") in first floorusing mixer and vibrator.

Sqr. 11180.00

C 14 4 1/2" thick R.C.C. slab in cement concrete 1:2:4(3/4") in firstfloor using mixer and vibrator.

Sqr. 12160.00

C 15 5" thick R.C.C. slab in cement concrete 1:2:4(3/4") in first floorusing mixer and vibrator.

Sqr. 13145.00

Engineering organization, W.P. Page 3 BSR 2010

ITEM DESCRIPTION UNIT RATE

C 16 5 1/2" thick R.C.C. slab in cement concrete 1:2:4(3/4") in firstfloor using mixer and vibrator.

Sqr. 14570.00

C 17 6" thick R.C.C. slab in cement concrete 1:2:4(3/4") in first floorusing mixer and vibrator.

Sqr. 15615.00

C 18 Pre-cast lintols size 9" x 6" deep in 1:2:4(3/4") cement concrete,reinforced with 3 nos of 10mm dia. tor steel bars and 6mm mildsteel stirrups @ 8" c/c including necessary formwork in groundfloor.

L.ft. 310.00

C 19 Pre-cast lintols size 9" x 6" deep in 1:2:4(3/4") cement concrete,reinforced with 3 nos of 10mm dia. tor steel bars and 6mm mildsteel stirrups @ 8" c/c including necessary formwork in firstfloor.

L.ft. 322.00

C 20 Pre-cast lintols size 9" x 6" deep in 1:2:4(3/4") cement concrete,reinforced with 3 nos of 10mm dia. tor steel bars and 6mm mildsteel stirrups @ 8" c/c including necessary formwork in secondfloor.

L.ft. 328.00

C 21 Pre-cast lintols size 4 1/2" x 6" deep in 1:2:4(3/4") cementconcrete, reinforced with 2 nos of 10mm dia. tor steel bars and6mm mild steel stirrups @ 6" c/c including necessary formworkground floor.

L.ft. 245.00

C 22 Pre-cast lintols size 4 1/2" x 6" deep in 1:2:4(3/4") cementconcrete, reinforced with 2 nos of 10mm dia. tor steel bars and6mm mild steel stirrups @ 6" c/c including necessary formworkfirst floor.

L.ft. 252.00

C 23 Pre-cast lintols size 4 1/2" x 6" deep in 1:2:4(3/4") cementconcrete, reinforced with 2 nos of 10mm dia. tor steel bars and6mm mild steel stirrups @ 6" c/c including necessary formworkin second floor.

L.ft. 258.00

C 24 Stiffiner columns size 4" x 6" in 1:2:4 (3/4") reinforced cementconcrete with 2 nos of 10mm dia. Tor steel bars , includingnecessary form work.

L.ft. 270.00

C 25 Stiffiner columns size 4 1/2" x 6" in 1:2:4 (3/4") reinforcedcement concrete with 2 nos of 10mm dia. Tor steel bars ,including necessary form work.

L.ft. 290.00

C 26 Stiffiner columns size 9" x 6" in 1:2:4 (3/4") reinforced cementconcrete with 2 nos of 10mm dia.Tor steel bars and 6mm mildsteel stirrups @ 6" c/c , including necessary form work.

L.ft. 465.00

C 27 Copings on the 4 1/2" thick walls, size of 6 1/2" x 3" in 1:2:4(3/4") reinforced cement concrete with 1 no of 10mm dia. Torsteel bar, including necessary form work & 1:3 cement plastering, as per the Drawing No:- AR/DETAIL DRG/2010/01/10 &Sheet No. 02

L.ft. 230.00

Engineering organization, W.P. Page 4 BSR 2010

ITEM DESCRIPTION UNIT RATE

C 28 Copings on the 6" thick walls, size of 8" x 3" in 1:2:4 (3/4")reinforced cement concrete with 2 nos of 10mm dia. Tor steelbars and 6mm mild steel @ 6" c/c, including necessary form work& 1:3 cement plastering , as per the Drawing No:- AR/DETAILDRG/2010/01/10 & Sheet No. 02

L.ft. 280.00

C 29 Copings on the 9" thick walls, size of 11" x 6" approx. in 1:2:4(3/4") reinforced cement concrete with 2 nos of 10mm dia. Torsteel bars and 6mm mild steel @ 6" c/c, including necessary formwork & 1:3 cement plastering , as per the Drawing No:-AR/DETAIL DRG/2010/01/10 & Sheet No. 02

L.ft. 365.00

C 30 Cement concrete drains of internal size 9" wide and depth variesfrom 6" - 9" ,consist of 3" thick base and side walls in 1:3:6(1")including 1/2" thick 1:3 rendering without ramp includingnecessary formwork.

L.ft. 465.00

C 31 Cement concrete drains of internal size 9" wide and depth variesfrom 6" - 9" ,consist of 3" thick base and side walls in 1:3:6(1")including 1/2" thick 1:3 rendering with 3" thick & 1'-6" widthconcrete ramp, including necessary formwork.

L.ft. 630.00

C 32 Cement concrete drains of internal size 9" wide and depth variesfrom 6" - 9" ,consist of 3" thick base and side walls in 1:3:6(1")including 1/2" thick 1:3 rendering with 3" thick & 2'-6" widthconcrete ramp, including necessary formwork.

L.ft. 785.00

C 33 Construction of concrete drain 300mm width x 350mm depth andvaries up to 400mm. Consists of necessary excavation in hardearth, 75mm thick concrete base and walls in Grade 20 concrete,fair finish internal surface with size 450mm wide x 600mm long,75mm thick Grade 20 removable cover slabs with side formwork.Drain and cover slab reinforced with tor steel 10mm at 150m c/cboth ways.

L.ft. 1530.00

C 34 Construction of concrete drain 300mm width x 350mm depth andvaries up to 400mm. Consists of necessary excavation in hardearth, 75mm thick concrete base and walls in Grade 20 concrete,fair finish internal surface without cover slab. Drain reinforcedwith tor steel 10mm at 150m c/c both ways.

L.ft. 1160.00

C 35 Construction of concrete drain 450mm width x 600mm minimumdepth and varies up to 750mm. Consists of necessary excavationin hard earth, 100mm thick concrete base and walls in Grade 20concrete, fair finish internal surface with adequate slope, 75mmthick Grade 20 removable cover slabs with side formwork. Drainand cover slab reinforced with tor steel 10mm at 150m c/c bothways.

L.ft. 2705.00

C 36 Construction of concrete drain 450mm width x 600mm minimumdepth and varies up to 750mm. Consists of necessary excavationin hard earth, 100mm thick concrete base and walls in Grade 20concrete, fair finish internal surface with adequate slope withoutcover slab, with necessary formwork. Drain reinforced with torsteel 10mm at 150m c/c both ways.

L.ft. 2130.00

Engineering organization, W.P. Page 5 BSR 2010

ITEM DESCRIPTION UNIT RATE

C 37 Casting of 6" x 6" x 6" concrete cubes on a steel mould, curingfor 7 days and testing for compressive strength at an approvedlaboratory (rate includes transport of cubes from site tolaboratory ).

No. 1100.00

C 38 Continuous curing of reinforced concrete columns of size up to18" x 18" by covering with gunnies and spraying water andkeeping wet for a period of 5 days after removal of shuttering.

L.ft. 100.00

READY MIX CONCRETE

C 39 Ready mix concrete of grade 20(20 N/mm2) confirming to SLS1144-1997, transport 20km from batching plant.

Cu.m 9615.00

C 40 Ready mix concrete of grade 25(25 N/mm2) confirming to SLS1144-1997, transport 20km from batching plant.

Cu.m 9940.00

C 41 Ready mix concrete of grade 30(30 N/mm2) confirming to SLS1144-1997, transport 20km from batching plant.

Cu.m 10425.00

C 42Transport charges per Km per m3 for over and above 20 km. Km 34.00

C 43 Placing , levelling , vibrating the concrete. Cu.m 400.00

C 44Pumping charge for quantites up to 35 m3 by pump car Item 12000.00

C 45 For more than 35 m3 additional pumping charges. (Rate for everym3 over and above 35 m3)

Cu.m 400.00

D - FORM WORK

Note:

(a)

The rates given for items D 02, D 03 to D 08 herein areapplicable for plywood sheets of 15 mm thick. Hence the rateis valid only if the shuttering / formwork for footing , column ,beams , lintel, walls, slabs are of 15 mm thick ply boards.

(b)

Any deviation from the specified materials, specified thicknessand the arrangement of formwork given in this documentshould require the written approval of the DivisionalEngineer. Rate for such deviation from the item descriptionwill be decided by the D(B/SW)

(c) For ordinary plywood of 15 mm thick boarding as shuttering,(Even for WBP sheets the same rate shall be applicable).

D 01 Shuttering for sides of foundation with 1" thick rubber plankingincluding dismantling

Sqr. 3725.00

D 02 Shuttering for sides and bottom of plinth beams, ground beamsincluding dismantling in 15mm thick plywood board.

Sqr. 13385.00

Engineering organization, W.P. Page 6 BSR 2010

ITEM DESCRIPTION UNIT RATE

D 03 Shuttering for floor slab including dismantling in 15mm thickPlywood board.

Sqr. 12080.00

D 04 Shuttering for columns including dismantling in 15mm thickPlywood board.

Sqr. 15850.00

D 05 Shuttering for Beams/Lintols including dismantling in 15mmthick Plywood Board

Sqr. 18735.00

D 06 Shuttering for floor slab including dismantling in 15mm thickPlywood board support by scaffolding up to 12'.

Sqr. 10570.00

D 07 Shuttering for floor slab including dismantling in 15mm thickPlywood board support by scaffolding up to 16'.

Sqr. 11060.00

D 08 Shuttering for Beams/Lintols including dismantling in 15mmthick Plywood Board support by G.I Jack.

Sqr. 17115.00

Note:

The rates given in Items D09, D10, D11 herein are applicablefor Rubber planks. The rubber planks are allowed only forminor works and should be used with the written approval ofthe D.E.

D 09 Shuttering for Beams/Lintols including dismantling. Sqr. 5700.00

D 10 Shuttering for stiffener columns between wall panels in 9" walls,4 1/2" walls and in boundary walls.

Sqr. 5100.00

D 11 Shuttering for R.C.C. copings in top of balcony , stair andboundary walls and pre - cast lintel sides

Sqr. 3700.00

E - REINFORCEMENT

E 01 Mild steel reinforcement to slabs, beams, lintols, columns,footings & etc.. bent to shape, laid in position and tied with16 B.W.G. binding wire in Ground floor .

Kg 150.00

E 02 Mild steel reinforcement to slabs, beams, lintols, columns,footings & etc.. bent to shape, laid in position and tied with16 B.W.G. binding wire in first floor .

Kg 154.00

E 03 Mild steel reinforcement to slabs, beams, lintols, columns,footings & etc.. bent to shape, laid in position and tied with16 B.W.G. binding wire in second floor .

Kg 157.00

E 04 Tor steel reinforcement to slabs, beams, lintols, columns, footings& etc.. bent to shape, laid in position and tied with 16B.W.G. binding wire in Ground floor.

Kg 150.00

E 05 Tor steel reinforcement to slabs, beams, lintols, columns,footings & etc.. bent to shape, laid in position and tied with16 B.W.G. binding wire in first floor.

Kg 154.00

Engineering organization, W.P. Page 7 BSR 2010

ITEM DESCRIPTION UNIT RATE

E 06 Tor steel reinforcement to slabs, beams, lintols, columns,footings & etc.. bent to shape, laid in position and tied with16 B.W.G. binding wirein second floor.

Kg 157.00

E 07 Rate for testing of Tor-steel specimen of 1m length formechanical properties at an approved laboratory.

Sample 3800.00

E 08 Application of two coats of Corrosion resistant primer of"BARRA ZINC SP" or equivalent to all exposedreinforcements including preparing surfaces.

Sq.ft. 115.00

F - BRICK MASONRY

F 01 Brick work in cement and sand 1:8 in foundation up to D.P.C.level.

Cube 23900.00

F 02 Brick work in cement and sand 1:8 in super Structure in groundfloor. ( 9" thick brick work)

Cube 24695.00

F 03 Brick work in cement and sand 1:8 in 1st floor level.(9" thickbrick work)

Cube 25930.00

F 04 Brick work in cement and sand 1:8 in 2nd floor level.(9" thickbrick work)

Cube 26425.00

F 05 Brick work in cement and sand 1:8 in superstructure in groundfloor (8" thick brick work)

Cube 20195.00

F 06 Brick work in cement and sand 1:8 in 1st floor level.(8" thickbrick work)

Cube 21200.00

F 07 Brick work in cement and sand 1:8 in 2nd floor level.(8" thickbrick work)

Cube 21600.00

F 08 Brick work in cement and sand 1:5 in 4 1/2" thick walls in groundfloor.

Sqr. 10200.00

F 09 Brick work in cement and sand 1:5 in 4 1/2" thick walls in 1stfloor

Sqr. 10710.00

F 10 Brick work in cement and sand 1:5 in 4 1/2" thick walls in2nd floor

Sqr. 10915.00

F 11 Brick drain internal size 9" x 9"(average depth) , includingexcavation, back filling , 3" thick plain concrete 1:3:6(1") base, 41/2" thick Brick side walls in cement and sand mortar 1:5 ,rendering 1/2" thick cement and sand 1:3 and finish smooth withcement putty.

L.ft. 360.00

F 12 3" thick brick paving in cement and sand 1:8 mix Sqr. 7185.00

F 13 4 1/2" thick wire cut brick wall in cement and sand 1:5 in groundfloor.

Sqr. 12930.00

F 14 4 1/2" thick wire cut brick wall in cement and sand 1:5 in firstfloor.

Sqr. 13580.00

Engineering organization, W.P. Page 8 BSR 2010

ITEM DESCRIPTION UNIT RATE

F 15 4 1/2" thick wire cut brick wall in cement and sand 1:5 in secondfloor.

Sqr. 13840.00

F 16 9" thick wire cut brick wall in cement and sand 1:5 in groundfloor.

Sqr. 24590.00

F 17 9" thick wire cut brick wall in cement and sand 1:5 in first floor. Sqr. 25820.00

F 18 9" thick wire cut brick wall in cement and sand 1:5 in secondfloor.

Sqr. 26315.00

F 19 Steps 1' - 1 1/2" in brick in cement and sand 1:5 with 1/2" thickrendering in cement and sand 1:2 including 6" high foundation.

L.ft. 260.00

F 20 Brick piers in cement and sand 1:5 in ground floor. Cube 25960.00

F 21 Brick piers in cement and sand 1:5 in first floor. Cube 27260.00

F 22 Brick piers in cement and sand 1:5 in second floor. Cube 27780.00

G - CELLULAR AND SOLID BLOCK MASONRY

G 01 8" thick cement sand Cellular block wall (blocks confirming toS.L.S. 855 and subject to the approval of the quality of theblocks) in cement and sand mortar 1:5 in ground floor.

Sqr. 14995.00

G 02 6" thick cement sand Cellular block wall (blocks confirming toS.L.S. 855 and subject to the approval of the quality of theblocks) in cement and sand mortar 1:5 in ground floor.

Sqr. 11380.00

G 03 4" thick cement sand Cellular block wall (blocks confirming toS.L.S.855 and subject to the approval of the quality of the blocks)in cement and sand mortar 1:5 in ground floor.

Sqr. 8670.00

G 04 6" thick cement sand Solid block wall (blocks confirming toS.L.S. and subject to the approval of the quality of the blocks) incement and sand mortar 1:5 in ground floor.

Sqr. 14525.00

G 05 4" thick cement sand Solid block wall (blocks confirming to S.L.Sand subject to the approval of the quality of the blocks) in cementand sand mortar 1:5 in ground floor.

Sqr. 11655.00

G 06 Supply and fixing 1'-0" x 1'-0" cement grill on wall. Sq.ft. 125.00

G 07 Supply and fixing glass blocks size 8" x 8" Sq.ft. 900.00

H - RUBBLE MASONRY

H 01 Random rubble (6"-9") masonry in cement mortar 1:5 in wallfoundation and retaining walls.

Cube 18220.00

J - FLOORING

J 01 3/4" thick D.P.C. in cement sand 1:2 finished with 2 coats ofD.P.C. tar and blinded with sand.

Sqr. 6500.00

Engineering organization, W.P. Page 9 BSR 2010

ITEM DESCRIPTION UNIT RATE

J 02 Gauge 700 polythene damp proof membrane with 6" laps laidunder floors

Sqr. 300.00

J 03 Rendering 1/2" thick in cement and sand 1:2 in exposed concretesurfaces and garage floors finished smooth with neat cementslurry.

Sqr. 3685.00

J 04 Rendering 1/2" thick in cement and sand 1:2 in exposed concretesurfaces and garage floors finished smooth with colour pigment.( Pigment added at 2.5 Kg / Sqr )

Sqr. 4325.00

J 05 Rendering 1/2" thick in cement and sand 1:3 in R.C.C. floors andpaved floors finished smooth with neat cement slurry and colourpigment.

Sqr. 3800.00

J 06 Rendering 1/2" thick in cement and sand 1:3 in R.C.C. floors andpaved floors finished smooth without colour pigment.

Sqr. 3225.00

J 07 1/2" thick Rendering to the top surface of the sunshade withcement and sand 1:3 finished smooth and treated with two coatsof "Aqua Tuff " by M/s Lankem or approved equivalent and 1:8slope should be made.

Sqr. 5800.00

J 08 Skirting 4" x 1/2" thick in cement and sand 1:3 projected or flushto walls finished with cement floating including forming groove.

L.ft. 53.00

J 09 Skirting 4" x 1/2" thick in cement and sand 1:3 projected or flushto walls finished with colour pigmented neat cement includingforming groove.

L.ft. 57.00

J 10 Skirting 6" x 1/2" thick in cement and sand 1:3 projected flush towalls finished with cement floating including forming groove inneat cement slurry.

L.ft. 66.00

J 11 Skirting 6" x 1/2" thick in cement and sand 1:3 projected flush towalls finished with colour pigmented neat cement includingforming groove.

L.ft. 72.00

J 12 3" thick brick paving in cement sand 1:8 and 1/2" thick cementrendered in 1:3 floated with neat cement.

Sqr. 12080.00

J 13 3" thick brick paving in cement sand 1:8 and 1/2" thick cementrendered in 1:3 floated with neat cement and colour pigment.

Sqr. 12725.00

J 14 Floor cement concrete in 1:2 1/2":5(1") to a thickness of 3" with1/2" thick rendering 1:2 with expansion joints filled with cementand sand.

Sqr. 10250.00

J 15 Brick work in cement 1:5 wearing & throating on 4 1/2" brickwall including 1/2" thick 1:3 cement rendering

L.ft. 186.00

J 16 Brick work in cement 1:5 wearing & throating on 9" brick wallincluding 1/2" thick 1:3 cement rendering

L.ft. 255.00

Engineering organization, W.P. Page 10 BSR 2010

ITEM DESCRIPTION UNIT RATE

Water Proofing

The rates for Items J 17 to J 20 are strictly applicable, subjectto the fulfillment of the following conditions.

(a)The waterproofing contractor (or sub-contractor) should be aregistered specialist contractor at the ICTAD in the categoryof water proofing.

(b)

The Contractor shall submit a written warranty of at least 5year to cover on the quality of the material, suitability of thematerial for the situation and the workmanship includingwater tightness.

(c) The water proofing material shall conform to relevant British,Euro or ASTM specifications

(d) Application of liquid polymer cement water proofing agentsfor the following areas:

J 17 Water Proofing the inner surface of walls and floor slab of toiletsand balconies where a waterproofing is necessary before tiling,Application of "Baralastic" polymer modified cementitiouswaterproofing agent after cleaning the subtrate all as permanufacturer's specifications with 10 years warranty onapplication.Rate shall include for ponding test for a 300mm waterheight kept for a period of 48 hours.

Sq.ft. 240.00

J 18 Flat roofs, concrete/masonry tanks, wet areas of toilets includingbathrooms, exposed balconies, concrete gutters. "Smart flex","Tharoseal" or any other equivalent product marketed/installed byspecialist contractor registered at ICTAD.

Sq.ft. 195.00

Application of cementitious type agents

J 19 On newly cast under ground sumps, swimming pools basements."Osmoseal", "Xypex", "Vandex" or any other equivalent productmarketed/installed by a specialist contractor registered at ICTAD.

Sq.ft. 310.00

Application of membrane type agents

J 20 On large flat roofs, gutters, basements. "POLYFLEX" - 3mmthick bituman based membrane or any other equivalent productmarketed/installed by a specialist contractor registered at ICTAD,including 1 : 3 cement,sand protective screed laid to slope. Rateshall include the formation of edges, torch welding and metal stripon vertical walls.

Sq.ft. 395.00

*** The above rates include the cost of surface preparation,but do not include the cost of protective masonry screed. Theapproving authority for equivalent products will be theDeputy Chief Secretary (Engineering)

Engineering organization, W.P. Page 11 BSR 2010

ITEM DESCRIPTION UNIT RATE

Anti-Tretement

J 21 Anti-tretement for the new construction with applyingBiflexthrine 10Tc (Biflex ) or approved equivelant , Dialutedchemicals 1:200 ratio with water after supplying the sealed bottlewith lables to the site and should be followed the manufacturestandards of application including horizontal & vertical barriers.It should be 10 years warranty on application.

Sq.ft. 17.00

J 22 Anti-tretement for the post construction (Existing building ) withapplying Biflexthrine 10Tc (Biflex ) or approved equivelant ,Dialuted chemicals 1:200 ratio with water after supplying thesealed bottle with lables to the site and should be followed themanufacture standards of application including horizontal &vertical barriers. It should be not less than 5 years warranty onapplication.

Sq.ft. 21.00

K - PLASTERING

K 01 5/8" thick plastering to plinth wall in cement sand 1:3 includingcement floating.

Sqr. 3545.00

K 02 Plastering 5/8" thick to walls in cement, lime or equivelentchemical product (Febmix) and sand 1:1:5 finished semi-roughwith wooden float. (Sand to be seived).

Sqr. 3650.00

K 03 Plastering 5/8" thick to reveals width not exceeding 6" in cement,lime or equivelent chemical product (Febmix) and sand 1:1:5finished semi-rough with wooden float.

L.ft. 81.00

K 04 Plastering 5/8" thick to walls in cement, lime or equivelentchemical product (Febmix) and sand 1:1:5 finished smooth withlime putty.

Sqr. 4775.00

K 05 Plastering 5/8" thick to reveals width not exceeding 6" in cement,lime or equivelent chemical product (Febmix) and sand 1:1:5finished smooth with lime putty.

L.ft. 91.00

K 06 Plastering 3/8" thick to soffit of slab, sunshade, sides and soffit ofbeams, stair cases and sides of columns in cement and sand 1:3including floating with lime putty.

Sqr. 5640.00

K 07 Plastering 3/8" thick to soffit of slab, sunshade, sides and soffit ofbeams, stair cases and sides of columns in cement & sand 1:3finished semi rough with wooden float.

Sqr. 5260.00

K 08 Forming drip for sunshade edge cement & sand 1: 2 finish semirough.

L.ft. 75.00

K 09 Plastering 3/4" thick to black board in cement & sand 1:3 finishsemi rough and Rendering cement floating coat using blackcement finished smooth with carborandum stone. Includingpreparation of border.

Sqr. 10470.00

Engineering organization, W.P. Page 12 BSR 2010

ITEM DESCRIPTION UNIT RATE

K 10 Plaster bands 6" x 1/2" in cement & sand 1:3 finished semi rough,extra over the plastering as per the Drawing No:- AR/DETAILDRG/2010/01/10 & Sheet No. 01

L.ft. 110.00

K 11 Plaster bands 9" x 1/2" in cement & sand 1:3 finished semi rough,extra over the plastering as per the Drawing No:- AR/DETAILDRG/2010/01/10 & Sheet No. 01

L.ft. 140.00

L - TILING

Note:

Tiles should comply with European standard specification CEN 177.

For Item L01 - L03 Should be tile range manufractured by Lanka Wall Tile or approved equivalant.

Wall Tiling

L 01 Glazed ceramic wall tiling of size 8" x 12" approved colour,supplying and fixing to walls on a 1:3 cement sand mortar layer,and pointed with tile grout to match the tile. *** (Rate does notinclude the 1:3 cement sand mortar layer and is separatelymeasured under item L04)

Sqr. 23630.00

L 02 Glazed ceramic wall tiling of size 12" x 16" approved colour,supplying and fixing to walls on a 1:3 cement sand mortar layer,and pointed with tile grout to match the tile. *** (Rate does notinclude the 1:3 cement sand mortar layer and is separatelymeasured under item L04)

Sqr. 22795.00

L 03 Glazed porcelain wall tiling of size 24" x 12" approved colour,supplying and fixing to walls on a 1:3 cement sand mortar layer,and pointed with tile grout to match the tile. *** (Rate does notinclude the 1:3 cement sand mortar layer and is separatelymeasured under item L04)

Sqr. 35285.00

L 04 Cement and sand 1:3 screed of 1/2" thick backing to receive walltiles.

Sqr. 3160.00

Floor Tiling

Note :

For Item No. L05 to L16 Shall be Homogenous, Vitreousporcelain floor tiles of industrial grade (heavy duty) Floortile range manufractured by Rocell or approved equivalant.*** Rate includes the cost of 1:3 motar leveling bed.

L 05 Homogeneous vitreous porcelain glazed or unglazed floor tile 8" x8" paving on 1:3 cement & sand bedding and pointed with tilegrout to match the tile. ( Heavy duty )

Sqr. 26280.00

Engineering organization, W.P. Page 13 BSR 2010

ITEM DESCRIPTION UNIT RATE

L 06 Homogeneous vitreous porcelain glazed or unglazed floor tile 12"x 12" paving on 1:3 cement & sand bedding and pointed with tilegrout to match the tile. ( Heavy duty )

Sqr. 25980.00

L 07 Homogeneous vitreous porcelain glazed or unglazed floor tile 16"x 16" paving on 1:3 cement & sand bedding and pointed with tilegrout to match the tile. ( Heavy duty )

Sqr. 26440.00

L 08 Homogeneous vitreous porcelain polished floor tile 12" x 12"paving on 1:3 cement & sand bedding and pointed with tile groutto match the tile.( Heavy duty )

Sqr. 39945.00

L 09 Homogeneous vitreous porcelain polished floor tile 16" x 16"paving on 1:3 cement & sand bedding and pointed with tile groutto match the tile. ( Heavy duty )

Sqr. 40680.00

L 10 Homogeneous vitreous porcelain glazed floor tile 18" x 18"paving on 1:3 cement & sand bedding and pointed with tile groutto match the tile. ( Heavy duty )

Sqr. 24445.00

L 11 Homogeneous vitreous porcelain rectified floor tile 24" x 12"paving on 1:3 cement & sand bedding and pointed with tile groutto match the tile. ( Heavy duty )

Sqr. 31940.00

L 12 Homogeneous vitreous porcelain rectified floor tile 24" x 16"paving on 1:3 cement & sand bedding and pointed with tile groutto match the tile. ( Heavy duty )

Sqr. 29120.00

L 13 Homogeneous vitreous porcelain rustic floor tile 12" x 12" forgarage & balcony areas paving on 1:3 cement & sand beddingand pointed with tile grout to match the tile. ( Heavy duty )

Sqr. 25470.00

L 14 Supply and laying of 4" high skirting including tile grout to matchthe tile of tiling confirming to items L 05 to L 13

L.ft. 98.00

L 15 Supply and laying of 4" high skirting including tile grout to matchthe tile for staircases.

L.ft. 120.00

L 16 Supplying and laying homogeneous vitreous porcelain tiles atstaircase treads including nosing type paving on 1:3 cement &sand bedding and pointed with tile grout to match the tile.

Sqr. 43940.00

Note :

The tiles specified in L17 to L22 are exclusively forresidential/non-public area as specified by an Architect. Therate is applicable for tiles manufactured by Rocell or equilantand are of coloured designed tiles.

L 17 Lay Ceramic glazed floor tiles 12" x 12" paving on 1:3 cement sand bedding and pointed with tile grout to match the tile.

Sqr. 20850.00

L 18 Lay Ceramic glazed floor tiles 13" x 13" paving on 1:3 cement sand bedding and pointed with tile grout to match the tile.

Sqr. 24325.00

Engineering organization, W.P. Page 14 BSR 2010

ITEM DESCRIPTION UNIT RATE

L 19 Lay Ceramic glazed floor tiles 16" x 16" paving on 1:3 cement sand bedding and pointed with tile grout to match the tile.

Sqr. 22625.00

L 20 Lay Ceramic glazed floor tiles 18" x 18" paving on 1:3 cement sand bedding and pointed with tile grout to match the tile.

Sqr. 24820.00

L 21 Lay Ceramic glazed floor tiles 24" x 12" paving on 1:3 cement sand bedding and pointed with tile grout to match the tile.

Sqr. 31610.00

L 22 Lay Ceramic glazed floor tiles 24" x 16" paving on 1:3 cement sand bedding and pointed with tile grout to match the tile.

Sqr. 28640.00

Note :

Rate for tiling should include for cement and sand 1:3 backing20mm thick including pointing and grout to match with tilescolours and sizes of tiles to approval by the Architect.

L 23 Rough heavy duty bathroom floor tiles of size 8" x 8" of Rocell orequivalent, paving on 1:3 cement sand bedding and pointed withtile grout to match the tiles.

Sqr. 23250.00

L 24 Rough heavy duty bathroom floor tiles of size 12" x 12" of Rocellor equivalent, paving on 1:3 cement sand bedding and pointedwith tile grout to match the tiles.

Sqr. 22770.00

Granite

The Granite specified sizes,colour and details of pavingdecided by Architect and sample should be approved by theArchitect before the construction.

The rate is applicable for Granite manufactured by "AllyWeerasinghe" or approved equivalent.

Granite should be without any defects from oils , detergents &chemicals

L 25 Polished Granite size 1'-0" x 1'-0" x 3/4" thick absolutely blackfor vanity top of "Ally Weerasinghe" or approved equivalent , laidon 1/2" thick cement sand 1:3 screed level off using cement slurryand 1mm joints to be absolutely in line and flush and grout.

Sqr. 175210.00

L 26 Polished Granite floor slabs of size 1'-0" x 1'-0" x 3/4" thickabsolutely black of "Ally Weerasinghe" or approved equivalent ,laid on 1/2" thick cement sand 1:3 screed level off using cementslurry and 1mm joints to be absolutely in line and flush and grout.

Sqr. 175210.00

L 27 Granite floor slabs of size 1'-0" x 1'-0" x 3/4" thick rough finishof "Ally Weerasinghe" or approved equivalent , laid on 1/2" thickcement sand 1:3 screed level off using cement slurry and 1mmjoints to be absolutely in line and flush and grout.

Sqr. 58640.00

Engineering organization, W.P. Page 15 BSR 2010

ITEM DESCRIPTION UNIT RATE

L 28 Granite floor slabs of size 1'-0" x 1'-0" x 3/4" thick gloss finish of"Ally Weerasinghe" or approved equivalent , laid on 1/2" thickcement sand 1:3 screed level off using cement slurry and 1mmjoints to be absolutely in line and flush and grout.

Sqr. 58640.00

L 29 Granite floor slabs of size 2'-0" x 1'-0" x 3/4" thick gloss finish of"Ally Weerasinghe" or approved equivalent , laid on 1/2" thickcement sand 1:3 screed level off using cement slurry and 1mmjoints to be absolutely in line and flush and grout.

Sqr. 97070.00

M - COLOUR WASHING, PAINTING & POLISHING

M 01 White washing walls two coats in single storied building includingpreparing surface.

Sqr. 475.00

M 02 White washing walls two coats in two storied building includingpreparing surface.

Sqr. 490.00

M 03 Painting walls with one coat of wall primer. Sqr. 1225.00

M 04 Painting walls with one coat of emulsion paint. Sqr. 880.00

M 05 Painting walls with two coats of emulsion paint . Sqr. 1770.00

M 06 Painting soffit with one coat of emulsion paint. Sqr. 995.00

M 07 Painting soffit with two coats of emulsion paint. Sqr. 1995.00

M 08 Painting walls with onecoat of weather shield. Sqr. 1340.00

M 09 Painting walls with two coats of weather shield. Sqr. 2160.00

M 10 Painting walls & soffits with one coat of crack binder primer. Sqr. 2195.00

M 11 Cement washing two coats to walls in single storied buildingsincluding preparing surface. Sqr.

385.00

M 12 Painting walls with enamel paint one coat. Sqr. 1075.00

M 13 Painting walls with enamel paint two coats. Sqr. 2310.00

M 14 Application of plaster coatings of thickness not less than 2mmusing "Joint compound powder / Skimcoat ", or approvedequivalent to walls, slab, beam, column facings.Rate shall includefor sand papering and surface preparation.

Sqr. 3480.00

M 15 Painting black boards with two coats of blackboard paint. Sqr. 2195.00

M 16 Preparing and painting old wood work with one coat of enamelpaint.

Sqr. 1340.00

M 17 Preparing and painting old wood work with two coats of enamelpaint.

Sqr. 2110.00

M 18 Preparing and painting new wood work with primer and two coatsenamel paint.

Sqr. 2770.00

Engineering organization, W.P. Page 16 BSR 2010

ITEM DESCRIPTION UNIT RATE

M 19 Preparing and application of water based stain and two coats ofwater based sealant to new wood work. Rate shall include forpreparing the surface.

Sqr. 11570.00

M 20 Varnishing two coats with polyurethane varnish after sandpapering and application of sealer coat

Sqr. 2560.00

M 21 Spray Painting for the wood work as per specified in SCA/4/1clause 14.9 ( f ).

Sqr. 3200.00

M 22 Wax polishing to timber in panels and floors. Sqr. 680.00

M 23 Applying one coat of approved type floor polish includingsmoothing.

Sqr. 1080.00

M 24 Painting floors with one coat of quick drying floor paint includingwashing and cleaning surfaces.

Sqr. 1395.00

M 25 Painting steel work with one coat of anti-corrosive paint withprimer including removing corroded scale and wire brushing. Sqr. 1135.00

M 26 Painting steel work with two coats of anti-corrosive paint withprimer including removing corroded scale and wire brushing. Sqr. 1610.00

M 27 Painting steel work with one coat of "EPLACK EPOXYCOALTAR" or approved equivalent as per manufacturer'sspecifications.

Sqr. 2525.00

M 28 Labour rate for two coats of Emulsion Painting walls includingscaffolding (Paint & Brushes supplied by the client) Sqr.

680.00

M 29 Labour rate for single coat of Emulsion Painting walls includingscaffolding (Paint & Brushes supplied by the client)

Sqr. 455.00

M 30 Labour rate for two coats of enamel painting (Paint & Brushessupplied by the client)

Sqr. 975.00

N - DOORS & WINDOWS

Timber :

1Refer preamble note for approved species. Finished doorsash size of less than 1" thicknesses not allowed. Glassthickness to be 5mm.

2 Rate shall include for following heavy duty brass furniture.

(a) Doors :- 3 no. 4"x 3" Solid brass hinges

(b) Doors :- 2 no. 6" Solid brass barral bolts

(c) Windows of 4'-0" ht. abo :- 2 no. 4"x 2" Solid brass hinges

(d) Windows above 4'-0" ht. o:- 3 no. 4"x 2" Solid brass hinges

Engineering organization, W.P. Page 17 BSR 2010

ITEM DESCRIPTION UNIT RATE

(e) Windows :- 1 no. 2" Solid brass Brass ring

(f) Windows :- 1 no. 10" Solid brass Casement Stay

(g) Windows :- 1 no. Solid brass Casement Fastner

DoorsN 01 Door flush paneled 1 1/8" thick single sash hung on 3 3/4" x 2

3/4" frame. Rate without brass furniture, painting and lock.Sq.ft. 770.00

N 02 Door glazed and paneled 1 1/8" thick single sash hung on 33/4" x 2 3/4" frame. Rate without brass furniture, painting andlock.

Sq.ft. 760.00

N 03 Door flush paneled 1" thick single sash hung on 3 3/4" x 2 3/4"frame. Rate without brass furniture, painting and lock.

Sq.ft. 725.00

N 04 Door glazed and paneled 1" thick single sash hung with 3 3/4" x 23/4" frame . Rate without brass furniture, painting and lock.

Sq.ft. 740.00

N 05 Door 30mm thick plywood ordinary sash single hung on 3 3/4" x2 3/4" frame. Rate without brass furniture, painting and lock.

Sq.ft. 465.00

N 06 Door 30mm thick plywood (marine) sash single hung on 3 3/4" x2 3/4" frame. Rate without brass furniture, painting and lock.

Sq.ft. 445.00

N 07 Door or window glazed and/or paneled 1 1/8" thick double sashhung on 3 3/4" x 2 3/4" frame. Rate without brass furniture,painting and lock.

Sq.ft. 795.00

N 08 Door/Window ledged, braced & battened with 3 3/4" x 2 3/4"frames and 7/8" thick sash made out of GINISAPU. Ratewithout brass furniture, painting and lock.

Sq.ft. 715.00

N 09 Supply & fixing 1 1/8" thick flush paneled door sash only. Ratewithout brass furnitures, door lock and painting.

Sq.ft. 590.00

N 10 Supply & fixing 1" thick flush paneled door sash only. Ratewithout brass furnitures, door lock and painting.

Sq.ft. 575.00

N 11 Supply & fixing 1 1/8" thick glazed & paneled door sash only.Rate without brass furnitures, door lock and painting.

Sq.ft. 600.00

N 12 Supply & fixing 1" thick glazed & paneled door sash only. Ratewithout brass furnitures, door lock and painting.

Sq.ft. 575.00

N 13 Supply & fixing 30mm thick plywood door sash only. Ratewithout brass furnitures, door lock and painting.

Sq.ft. 270.00

N 14 Door frame 3 3/4" x 2 3/4" in approved timber supplying &fixing in position.

Sq.ft. 410.00

Engineering organization, W.P. Page 18 BSR 2010

ITEM DESCRIPTION UNIT RATE

Windows

N 15 Window glazed 1 1/8" sash and 3 3/4" x 2 3/4" frame. Ratewithout brass furniture, painting.

Sq.ft. 765.00

N 16 Window glazed 1" sash and 3 3/4" x 2 3/4" frame. Rate withoutbrass furniture, painting.

Sq.ft. 745.00

N 17 Window glazed 7/8" sash and 3 3/4" x 2 3/4" frame. Rate withoutbrass furniture, painting.

Sq.ft. 715.00

N 18 Timber slats with 3 3/4" x 1 3/4" frame , 1" x 2 1/2" vertical slatsat 2 1/2" centers. Painting measured separately.

Sq.ft. 480.00

N 19 Supply & fixing 1 1/8" thick glazed window sash only. Ratewithout brass furnitures and painting.

Sq.ft. 575.00

N 20 Supply & fixing 1" thick glazed window sash only. Rate withoutbrass furnitures and painting.

Sq.ft. 550.00

N 21 Supply & fixing 7/8" thick glazed window sash only. Ratewithout brass furnitures and painting.

Sq.ft. 545.00

N 22 Window frame 3 3/4" x 2 3/4" in approved timber supplying &fixing in position.

Sq.ft. 420.00

P - BRASS FOUNDER

Note:

All Iron mongary shall be heavy duty and samples should beapproved by the D.E. Prior to installation.

1

In view of the variety of door locks available in the market, ithas become necessary to prescribe the exact qualityrequirements in terms of performance and durability aspects.The "Union" brand and respective model numbers have beenchoosen as a bench mark to establish the said requirements.

2

The brand name and model number appearing in therespective BSR items are purely meant to describe theperformance standard of the said fitting/item and does notimply in any manner that only the "Union" brand isrecommended or considered to be restricted to the "Union"brand.

3Any other make/brand that has equivalent performancecharacteristics are considered as equivalent provided suchfittings met with following criteria.

(a) has an authorized local agent in Sri Lanka

(b) The local agent has been in the trade of the offered make fornot less than 5 years.

(c) The fittings are manufactured in conformity to BS, JIS,A.S.T.M., A.S. or S.L.S. standards.

Engineering organization, W.P. Page 19 BSR 2010

ITEM DESCRIPTION UNIT RATE

(d) The dimensions are/and performance characteristics are inpar with the stated model.

4

The brands that may be considered as equivalent are "Miva"of Japan "Whitco" of Australian make or "Dorma" ofEuropean make.or any other approved make which priorapproval to be obtained from Deputy Chief Secretary(Engineering) after producing necessary cataloguesdocuments.

5The BSR Items No. P 16 - P 21 , P 23 & P 25 - P 27 arepayable only after producing an original invoice from theauthorized agent for "Union" brand.

P 01Supplying and fixing 4" x 2 1/2" x 2.5mm thick solid brass hinges with-out ball bearing inclusive of brass screws marketted byM.M.Noorbhoy & company or approved equivalent.

No. 945.00

P 02Supplying and fixing 4" x 3" x 2.5mm thick solid brass hingeswith-out ball bearing inclusive of brass screws marketted byM.M.Noorbhoy & company or approved equivalent.

No. 1110.00

P 03Supplying and fixing 5" x 3" x 2.5mm thick solid brass hingeswith-out ball bearing inclusive of brass screws marketted byM.M.Noorbhoy & company or approved equivalent.

No. 1340.00

P 04Supplying and fixing heavy duty soild brass casement fastenerinclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

No. 875.00

P 05Supplying and fixing heavy duty solid brass casement stay - 6"inclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

No. 605.00

P 06Supplying and fixing heavy duty solid brass casement stay - 12"inclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

No. 1115.00

P 07Supplying and fixing heavy duty solid brass 4" centre pivotinclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

Pair 560.00

P 08Supplying and fixing 4" long heavy duty solid brass tower boltinclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

No. 800.00

P 09Supplying and fixing 6" long heavy duty solid brass tower boltinclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

No. 1030.00

P 10Supplying and fixing 8" long heavy duty solid brass tower boltinclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

No. 1530.00

P 11Supplying and fixing 10" long heavy duty solid brass tower boltinclusive of brass screws marketted by M.M.Noorbhoy &company or approved equivalent.

No. 1885.00

Engineering organization, W.P. Page 20 BSR 2010

ITEM DESCRIPTION UNIT RATE

P 12 Supplying and fixing solid brass Door or Window pull ring of 1"dia. ( Small ) No. 265.00

P 13 Supplying and fixing solid brass Door or Window pull ring of 11/4" dia. ( Medium ) No. 300.00

P 14 Supplying and fixing solid brass Door or Window pull ring of 2"dia. ( Large ) No. 340.00

P 15 Supplying and fixing solid brass fanlight catch. No. 935.00

P 16Supply and fixing Stainless Steel hinges of size 102 x 76 x 2mmof Union Brand & Model no.- X8203-BB-2 or approvedequivalent.

Pair 2540.00

P 17Supply and fixing Stainless Steel hinges of size 102 x 76 x 3mmof Union Brand & Model no.- X8203-BB-3 or approvedequivalent.

Pair 3070.00

P 18Supply and fixing Stainless Steel hinges of size 127 x 89 x 3mmof Union Brand & Model no.- X8205-BB-3 or approvedequivalent.

Pair 2865.00

P 19Supplying and fixing Night - latch lock of Union Brand & ModelNo. -1028 WEPL or approved equivalent.

No. 7960.00

P 20Supplying and fixing Night - latch lock of Union Brand & ModelNo. -1022 SEPL or approved equivalent.

No. 9425.00

P 21Supplying and fixing two lever Mortice door lock for single sashof Union Brand & Model no.-678.24.95 CH or approvedequivalent.

No. 4890.00

P 22

Supplying and fixing two lever Mortice door lock for double sashof Raniyo Brand & Model no.- 965.41.94 CH or approvedequivalent.

No. 5860.00

P 23Supplying and fixing cylindrical door lock of Union Brand &Model no. -96300-SS.or approved equivalent

No. 5030.00

P 24Supplying & fixing rim lock of Raniyo Brand & Model no. -1445 or approved equivalent.

No. 1820.00

P 25Supplying & fixing hydraulic door closer of Union Brand &Model no. - 8823 SIL or approved equivalent.

No. 6135.00

P 26Supplying & fixing stainless steel Male or Female Symbol ofUnion Brand & Model no. - 200SS or approved equivalent.

No. 1225.00

P 27Supplying & fixing stainless steel Disabled Symbol of UnionBrand or approved equivalent.

No. 1500.00

P 28 Supplying and fixing mortice lock - Imported chinese No. 2025.00

P 29 Supplying and fixing Yale mortice lock - (Italy make) No. 2695.00

P 30 Supplying and fixing cupboard door lock - 808 No. 600.00

P 31 Supplying and fixing magnet lock No. 70.00

Engineering organization, W.P. Page 21 BSR 2010

ITEM DESCRIPTION UNIT RATE

P 32 Supplying and fixing 1" padlock No. 495.00

P 33 Supplying and fixing 1 1/2" padlock No. 585.00

P 34 Supplying and fixing 2" padlock No. 1035.00

P 35 Supplying and fixing hasp & staple No. 50.00

Q - ROOFING AND CEILING

Q 01 Roof covering with calicut pattern clay tiles. (Timber frame workand ridge covering measured separately)

Sqr. 7825.00

Q 02 Roof covering with corrugated asbestos sheets. (Timber framework and ridge covering measured separately)

Sqr. 6710.00

Q 03 Asbestos close fitting ridges fixed complete with roofing screwsor hook bolts.

L.ft. 180.00

Q 04 Ridging with calicut pattern tiles bedded in cement, lime & sandmortar 1:1:4 and coloured to match the tiles.

L.ft. 140.00

Q 05 One layer of half round tiles over existing corrugated sheets. Sqr. 16700.00

Q 06 3/4" x 6" wide tongued and grooved lunumidella ceiling boardsfixed to underside of existing rafters with brass screws includingleveling with timber strip where necessary.

Sqr. 13235.00

Q 07 Asbestos eaves ceiling with Halmilla coves & fillets. Under sideto existing rafter size of fillet to be 1 1/2" x 1/2" size of covemoulding 2" x 2"

Sqr. 7360.00

Q 08 Supplying and Fixing finished size 4" x 2" Coconut Rafters. L.ft. 110.00

Q 09 Supplying and Fixing planned finished size 3 1/2 "x1 1/2"Coconut Rafters.

L.ft. 85.00

DSI TILES ( NIVASI PRODUCT )

Item Q10 - Q14 are using for the laying of DSI ( NIVSA Tilesor approved equivelant as per the m/s Samson Rajarata Tiles(pvt)ltd. Manufactures specifications.

Timber frame work sizes specified as follows.

a) Ridge plate - 45mm x 190mm

b) Wall plate - 117mm x 190mmc) Rafters - 45mm x 117mm maximum lengh 10'-0" @ 18"C/Cd) Reepers - 45mm x 25mm @ 10" C/C

Q 10 Roof covering with Natural type main tiles or approvedequivelant . (Specified Timber frame work and ridge coveringmeasured separately)

Sqr. 19385.00

Q 11 Ridging with Natural type ridge tiles bedded in cement, sandmortar 1:5 and coloured to match the tiles.

L.ft. 265.00

Engineering organization, W.P. Page 22 BSR 2010

ITEM DESCRIPTION UNIT RATE

Q 12 Roof covering with Natural type gable left tiles or approvedequivelant .

L.ft. 175.00

Q 13 Roof covering with Natural type gable right tiles or approvedequivelant .

L.ft. 175.00

Q 14 Roof covering with Natural type corner tiles or approvedequivelant .

L.ft. 180.00

Flashing

Q 15 Aluminium Valley gutter of 3'-0" wide in gauge 24 sheetsincluding 3/4" thk. Ginisapu timber boarding finished with twocoats of wood preservative.

L.ft. 1195.00

Q 16 Aluminium flashing of 1'- 6" wide in gauge 24 sheets including3/4" thk. Ginisapu timber boarding finished with two coats ofwood preservative.

L.ft. 960.00

Q 17 Aluminium flashing of 1'-6" wide in gauge 24 sheets, bent toshape and fix to wall. (without timber boarding)

L.ft. 290.00

Q 18 G.I. Flashing 20 B.W.G. of 1'6" girth with end laps not less than6" , turned and tuck up not less 6" in wall and pointed in cementmotor 1:2

L.ft. 390.00

Q 19 G.I. Valley gutter of 3'-0" wide in gauge 18 sheets including 3/4"thk. Ginisapu timber boarding including two coats of anti-corrosive paint and wood preservative to sheet and boarding.(Only to be specified when repairing an existing G.I. gutter)

L.ft. 1400.00

Q 20 Zincalum flashing (0.47mm thick) and 1'6" wide bent to shapeand fixed to wall (without timber coating)

L.ft. 335.00

Q 21 Zincalum Valley gutter of 3'-0" wide in 0.47mm thick sheetsincluding 3/4" thk. Ginisapu timber boarding including woodpreservative boarding.

L.ft. 1290.00

Engineering organization, W.P. Page 23 BSR 2010

ITEM DESCRIPTION UNIT RATE

Roof Timber

Note :

During the past two years, Divisional Engineers havereported that exact imperial sizes on the timber onfollowing categories are not readily available in themarket, unless logs are being purchased and sawn tothe exact size. Contractor's Association has also maderepresentation indicating that the imperial size specifiedin the BSR is not available on imported timbervarieties, and due to scarcity of the local timber, smallscale Contractors are unable to purchase logs andseasoned the timber and sawn to the imperial sizes.Market survey has confirmed the same. Accordingly, ithas been decided to indicate the cross sectional size rooftimber in the following manner to be in par withsectional sizes readly available in the local market, as itmay not be worthwhile to prescribe timber sizes and,then request Contractors to by a large section andproduce it to the required size, since there is nostandardization of the timber imports. This has beendone to avoid subjective decision taken by theDivisional Engineers during the project implementationphase.Accordingly, the following imperial sizes are being now replaced by the following Metric sizes.1" to be replaced by 22mm 2” to be replaced by 45mm3” to be replaced by 70mm4” to be replaced by 94mm5” to be replaced by 117mm6” to be replaced by 140mm7” to be replaced by 165mm8” to be replaced by 190mm.

Hence, timber will now be prescribed as2"x 1" as 45mmx22mm2”x 2” as 45mm x 45mm4”x 2” as 94mm x 45mm5”x 2” as 117mm x 45mm5”x 3” as 117mm x 70mm4”x 3” as 94mm x 70mm6”x 2” as 140mm x 94mm6”x 3” as 140mm x 70mm6”x 4” as 140mm x 94mm8”x 4” as 190mm x 94mm

Refer preamble note for approved timber species. The rate for timber items will remain same irrespective of timber species.

Engineering organization, W.P. Page 24 BSR 2010

ITEM DESCRIPTION UNIT RATE

Q 22 Roof with calicut pattern tiles on local Micro (EucalyptusMicrocoris) or Balau , Bitis or Kempas timber frame workcomplete with ridge hips etc. comprising of 165mm x 45mm ridgeplate , 94mm x 70mm wall plate , 94mm x 45mm rafters @ 18"c/c and 45mm x 22mm reepers @ 12" c/c. Rate shall include forapplying of wood preservative.

Sqr. 29740.00

Q 23 Roofing with asbestos corrugated sheets on local Micro(Eucalyptus Microcoris) or Balau , Bitis, or Kempas timberframe work (Ridging measured separately).Comprising of 165mmx 45mm ridge plate , 94mm x 70mm wall plate , 94mm x 45mmrafters @ 30" c/c and 45mm x 45mm battens @ 3'-0" c/c.Rateshall include for applying of wood preservative.

Sqr. 17815.00

Q 24 Supply and installation of Zn/Alum profile sheets of totalthickness 0.47mm , fixed to the roof timber frame workcomprising of 140mm x 45mm hip rafters/valley rafters, 94mm x70mm wall plates, 117mm x 94mm purling , 94mm x 45mmrafters @ 2'-0" spacing and 45mm x 22mm reepers @ 3'-6"spacing including ridge capping , end capping and otheraccessories required to complete the roof to working order.(Ceiling and thermal installation measured separately.) Rate shallinclude for routing , planing and sand papering hip/valley rafters,purlings and rafters and application of waterbased stain and twocoats of water based sealants. Rate shall include for applying ofwood preservative.

Sqr. 34945.00

Q 25 Asbestos flat ceiling fixed with coves & fillets to local Micro(Eucalyptus Microcoris) or Balau , Bitis or Kempas timber framework of 94mm x 45mm @ 4' - 0" c/c , 45mm x 45mm @ 2' - 0"c/c, fillet size to be 1 1/2" x 1/2" and cove moulding size to be 2"x 2". Rate shall include for applying of wood preservative.

Sqr. 21260.00

Q 26 Asbestos flat eaves ceiling fixed with coves and fillets to localMicro (Eucalyptus Microcoris) timber work. or Balau , Bitis orKempas.fillet size to be 1 1/2" x 1/2" cove moulding size to be 2"x 2". Rate shall include for applying of wood preservative.

Sqr. 13725.00

Q 27 3/4" thick x 6" wide tongued and grooved lunumidella ceilingboards fixed flat on 94mm x 45mm local Micro (EucalyptusMicrocoris) or Balau , Bitis or Kempas.and timber joist at every2' - 0" c/c. cove moulding size to be 2" x 2". Rate shall includefor applying of wood preservative.

Sqr. 21665.00

Q 28 Supply and installation of tongued and grooved 3/4" x 6"lunumidella ceiling planks on top of rafters , with double sidedaluminium foil fixed on top. Rate shall include for sand paperingand smoothing one side of the planks , application of water basedstaining and two coats of water based sealant. Rate shall includefor applying of wood preservative.

Sqr. 33400.00

Engineering organization, W.P. Page 25 BSR 2010

ITEM DESCRIPTION UNIT RATE

Q 29 Supplying and fixing 190mm x 94mm , 165mm x 45mm , 140mmx 94mm , 140mm x 70mm , 140mm x 45mm , 117mm x 190mmand 45mm x 190mm local micro or Balau , Kempas or Bitistimber purling , hip/valley rafters etc. with applying of woodpreservative.

Cu.ft. 5150.00

Q 30 Supplying and fixing 117mm x 70mm purling up to 12'-0" lengthBalau, Kempas , Micro. with applying of wood preservative.

L.ft. 320.00

Q 31 Supplying and fixing 94mm x 70mm wall plates up to 12'-0"length, Balue, Kempas, Micro. with applying of woodpreservative.

L.ft. 270.00

Q 32 Supplying and fixing 117mm x 70mm , 117mm x 45mm , 94mmx 70mm local Micro (Eucalyptus Microcoris) Balau , Bitis,Kempas timber purlins, wall plates, rafters etc. with applying ofwood preservative.

Cu.ft. 3800.00

Q 33 Supplying and fixing 94mm x 45mm local Micro (EucalyptusMicrocoris) or Balau Kempas or Bitis timber purling, rafters etc.with applying of wood preservative.

L.ft. 195.00

Q 34 Supplying and fixing 45mm x 45mm local Micro (EucalyptusMicrocoris) or Balau, Kempas or Bitis timber bearers. withapplying of wood preservative.

L.ft. 86.00

Q 35 Supplying and fixing 45mm x 22mmlocal micro (EucalyptusMicrocoris)or Balau, Kempas or Bitis. timber reapers withapplying of wood preservative.

L.ft. 50.00

Q 36 Timber valance/barge board in GINISAPU timber finished size 9" x 3/4" thick fixed to roof frame with brass screws and applying ofwood preservative.

L.ft. 195.00

Q 37 Pressure treatment of timber at an approved kiln includingtransport charges

Cu.ft. 390.00

Q 38 Applying two coats of wood preservative (Clear) to wood work. Sqr. 790.00

Q 39 Supply and fixing 3/4"x 1/4"x12" long flat iron bracket for fixingvalance board/barge board. Rate shall include for two coats ofanti-corrosive paint.

No. 160.00

R - GUTTERS AND DOWN PIPES

R 01 P.V.C. eaves gutter 4 1/2" square type fixed to valance board with P.V.C. brackets @ 1' - 6" c/c including necessary mitre joints , gutter joiners , running heads & end caps.

L.ft. 180.00

R 02 P.V.C. down pipes 3 1/2" dia. fixed to wall with P.V.C. clips @ 4'-0" c/c including necessary sockets, bends, elbows.

L.ft. 140.00

Engineering organization, W.P. Page 26 BSR 2010

ITEM DESCRIPTION UNIT RATE

S - SANITARY FITTINGS

Note :

1

In view of the variety of sanitary ware and fittings available inthe market, it has become necessary to prescribe the exactquality requirements in terms of performance and durabilityaspects. The "Rocell & American Standard" brands andrespective model numbers have been chosen as a bench markto establish the said requirements.

2

The brand name and model number appearing in therespective BSR items are purely meant to describe theperformance standard of the said fitting/item and does notimply in any model that only the "Rocell & AmericanStandard" brands are recommended or considered to berestricted to the "Rocell & American Standard" brands.

3Any other make/brand that has equivalent performancecharacteristics are considered as equivalent provided suchfittings met with following criteria.

(a) Has an authorized local agent in Sri Lanka

(b) The local agent has been in the trade of the offered make fornot less than 5 years.

(c) The offered sanitary fittings has a 10 Year manufacturer'swarranty issued by the agent.

(d) The cistern mechanism shall have an assurance for theavailability of spares for the next 3 years.

(e) The fittings are manufactured in conformity to BS, JIS,A.S.T.M., A.S. or S.L.S. standards.

(f) The dimensions are and performance characteristics are inpar with the stated model.

4The brands that may be considered as equivalent are "Ideal" brand, or "Twyford" brand or any other approved makewhich prior approval to be obtained.

5 (a) In case where wash basin outlet directly falls on to an opendrain, the bottle trap may be omitted.

5 (b) For wash basins fixed on open areas plastic tap of item T 07be specified.

Engineering organization, W.P. Page 27 BSR 2010

ITEM DESCRIPTION UNIT RATE

Normal Range

S 01 Supply and fix white vitreous china floor standing wash basin andpedestal with overflow hole and single tap hole in center of"Rocell" brand & model "Urban D" or approved equivalentcomplete to working order inclusive of the 1 1/4" chromiumplated waste outlet of "Rocell" brand & model "A706" and 11/4" chromium plated siphon cleanable bottale trap of "Rocell"brand & model "A186".

No. 14170.00

S 02 Supply and fix white vitreous china floor standing close coupledsemi back to wall water closet suite with wash down flushing with6/3 liters dual flushing has horizontal outlet with vario drain bendand two lateral holes for bottom water connection , cistern withwater inlet from rear of "Rocell" brand & model "Urban D" orapproved equivalent complete to working order inclusive ofuniversal bend of "Rocell" brand & model "Vario Joint".

No. 17230.00

S 03 Supply and fix Chromium plated piller tap for wash basin onlycold water of "American Standard" brand model No.4604.415.50 or approved equivalent.

No. 2530.00

S 04 Supply and fix Chromium plated single level wash basin mixertap without pop-up waste with connection flex of "Rocell" brandmodel No.Duca - 16495 or approved equivalent with 5 yearwritten warranty from the authorized agent.

No. 6750.00

Semi - Luxuary Range

S 05 Supply and fix white vitreous china floor standing wash basin andpedestal with overflow hole and single tap hole in center of"Rocell" brand & model "Dune" or approved equivalentcomplete to working order inclusive of the 1 1/4" chromiumplated waste outlet of "Rocell" brand & model "A706" and 11/4" chromium plated siphon cleanable bottale trap of "Rocell"brand & model "A186".

No. 15795.00

S 06 Supply and fix white vitreous china floor standing close coupledsemi back to wall water closet suite with wash down flushing with6/3 liters dual flushing has horizontal outlet with vario drain bendand two lateral holes for bottom water connection , cistern withwater inlet from rear of "Rocell" brand & model "Dune" orapproved equivalent complete to working order inclusive ofuniversal bend of "Rocell" brand & model "Vario Joint".

No. 20580.00

S 07 Supply and fix Chromium plated piller tap for wash basin onlycold water of "American Standard" brand model No.4604.415.50 or approved equivalent.

No. 2530.00

S 08 Supply and fix Chromium plated single level wash basin mixertap without pop-up waste with connection flex of "Rocell" brandmodel No.Duca - 16495 or approved equivalent with 5 yearwritten warranty from the authorized agent.

No. 6750.00

Engineering organization, W.P. Page 28 BSR 2010

ITEM DESCRIPTION UNIT RATE

Luxuary Range

S 09 Supply and fix white vitreous china floor standing wash basin andpedestal with overflow hole and single tap hole in center of"Rocell" brand & model "Intense" or approved equivalentcomplete to working order inclusive of the 1 1/4" chromiumplated waste outlet of "Rocell" brand & model "A706" and 11/4" chromium plated siphon cleanable bottale trap of "Rocell"brand & model "A186".

No. 24785.00

S 10 Supply and fix white vitreous china floor standing close coupledsemi back to wall water closet suite with wash down flushing with6/3 liters dual flushing has horizontal outlet with vario drain bendand two lateral holes for bottom water connection , cistern withwater inlet from rear of "Rocell" brand & model "Intense" orapproved equivalent complete to working order inclusive ofuniversal bend of "Rocell" brand & model "Vario Joint".

No. 31690.00

S 11 Supply and fix white vitreous china floor standing Bidet withoverflow hole of "Rocell" brand & model "Intense" or approvedequivalent complete to working order.

No. 17315.00

S 12 Supply and fix Chromium plated piller tap for wash basin onlycold water of "American Standard" brand model No.A-1500N or approved equivalent.

No. 12050.00

S 13 Supply and fix Chromium plated single level wash basin mixertap with pop-up waste with connection flex of "Rocell" brandmodel No.Sprint - 29500 or approved equivalent with 5 yearwritten warranty from the authorized agent.

No. 17820.00

Other Fittings for Normal / Semi-Luxury / Luxury

S 14 Supply and fix wall hung wash basin with half pedestal and singletap hole in center of "Rocell" brand model No."Dew Point" or approved equivalent complete to working order.

No. 20520.00

S 15 Supply and fix wall hung ceramic corner wash basin of"American Standard " brand, model New Codie TF 0940 orapproved equivalent complete to working order.Rate inclusive ofbrackets and connection to pipe line, but without tap and bottletrap.

No. 6945.00

S 16 Supply and installation of vanity type wash basin of "American Standard " brand, model Ceros - TF0477 with A-8006 waste &plug or approved equivalent. On concrete vanity slab finishedwith 3/4" thick approved polished granite tile in black colour. (Vanity top concrete slab & Granite tile laying measuredseparatly.)

No. 6355.00

S 17 Supply and fix squatting pan with foot rest of "Rocell" brandmodel No. SP3F013 or approved equivalent.

No. 3545.00

Engineering organization, W.P. Page 29 BSR 2010

ITEM DESCRIPTION UNIT RATE

S 18 Supply and fix low level plastic cistern for squatting pan of"Rocell" brand or approved equivalent including connecting pipebetween tank and squatting pan.

No. 3470.00

S 19 Supply and fix ceramic urinal with flush valve of "Rocell" brandmodel DP70013 or approved equivalent complete to workingorder.

No. 17230.00

S 20 Supply and fix Chromium plated 1 1/4" dia.siphon cleanablebottale trap of "Rocell" brand model No.A186 or approvedequivalent.

No. 5045.00

S 21 Supply and fix Chromium plated 1/2" dia. angle valve brassfitting with zink head of "Rocell" brand model No.A280 or approved equivalent.

No. 1425.00

S 22 Supply and fix hand held chromium plated bidet spray of"American Standard " brand model A4700 or approvedequivalent.

No. 4945.00

S 23 Supply and fix Chromium plated 4 function shower head of"American Standard" brand model No. A-6080 with shower armof "American Standard" brand model No. A-6110-974-845 & concealed valve of "American Standard" brand model No. A-7002C-B JAZZ or approved equivalent for cold water.

No. 10275.00

S 24 Supply and fix Chromium plated hand shower of "American Standard" brand model No. A-2003-A-MR with adjustableshower rod with soap tray of "American Standard" brand modelNo. Viola 11 - A-6110-978-777 & angle valve of "American Standard" brand model No. 9113.005.50 or approved equivalentfor cold water.

No. 15400.00

S 25 Supply and fix Chromium plated shower level built-in-showermixer with auto diverter shower arm jointed shower head of"Rocell" brand model No.Pony Z - Z6955 or approvedequivalent.

No. 9015.00

S 26 Supply and fix Chromium plated shower mixer of "American Standard" brand model No. Saga - 1512.701.50 with adjustableshower rod of "American Standard" brand model No. Viola 11 -A-6110-978-777 or approved equivalent.

No. 13070.00

S 27 Supply and fix service sink (Lab sink) of "American Standard " brand, model TF-8124 with A-8006 waste & plug or approvedequivalent for the school building complete to working order.

No. 14115.00

S 28 Supply and fix fully chemical resistant laboratory sink of"American Standard " brand, model Larch - S594501 orapproved equivalent specially for the operating theatres.

No. 105810.00

S 29 Supply and fix brass chromium plated elbow operated pillar tapfor the operating theatres of "American Standard " brand, modelML30 or approved equivalent.

No. 5765.00

Engineering organization, W.P. Page 30 BSR 2010

ITEM DESCRIPTION UNIT RATE

S 30 Supply and fix automatic hand dryer of "American Standard " brand, model Kingsway - HK1800PA or approved equivalentincluding electrical connection.

No. 19750.00

S 31 Supply and fix 5mm thick mirror of size 18" x 24" double coatedwith pencelage back strecher.

No. 2465.00

Bathroom Accessories

S 32 Supply and fix chromium plated Soap Basket of "Rocell" brand& model "Charming" or approved equivalent. (Normal & Semi-luxuary range )

No. 3270.00

S 33 Supply and fix chromium plated brass body and galss Soap Dishof "Rocell" brand & model "Charming" - DP 6703 or approvedequivalent. ( Luxuary range )

No. 2105.00

S 34 Supply and fix chromium plated brass body and galss TumblerHolder of "Rocell" brand & model "Charming" or approvedequivalent.

No. 2105.00

S 35 Supply and fix chromium plated Towel Ring of "Rocell" brand& model "Charming" or approved equivalent.

No. 2035.00

S 36 Supply and fix chromium plated Robe Hook of "Rocell" brand &model "Charming" or approved equivalent.

No. 1345.00

S 37 Supply and fix chromium plated Toilet Paper Holder of "Rocell" brand & model "Charming" or approved equivalent.

No. 3075.00

S 38 Supply and fix chromium plated Toilet Cup Holder of "Rocell" brand & model "Charming" or approved equivalent.

No. 3395.00

S 39 Supply and fix chromium plated 600mm long Single Towel Barof "Rocell" brand & model "Charming" or approved equivalent.

No. 3770.00

S 40 Supply and fix chromium plated 600mm long Double Towel Barsof "Rocell" brand & model "Charming" or approved equivalent.

No. 4615.00

S 41 Supply and fix chromium plated 600mm long Towel Rack of"Rocell" brand & model "Charming" or approved equivalent.

No. 8600.00

S 42 Supply and fix chromium plated brass body 450mm long GlassShelf of "Rocell" brand & model "Charming" or approvedequivalent.

No. 3310.00

Disable Fittings & Accessories

S 43 Supply and fix ceramic wall hung wash basin for disabled of"American Standard " brand, model Kimera - TF995 with waste& plug A-8006 or approved equivalent.

No. 7340.00

Engineering organization, W.P. Page 31 BSR 2010

ITEM DESCRIPTION UNIT RATE

S 44 Supply and fix white ceramic water closet suite for the disabled of "American Standard" brand & model Ventura - 3200.001.09 ,Cygnet tank - PP.4041.020.03C and Seat and cover - 390000N or approved equivalent complete to working order.

No. 25965.00

S 45 Supply and fix hand grip rails for disabled of "American Standard " brand, model Me-tu -MTJT26 or approved equivalent.

No. 15340.00

S 46 Supply and fix grip bar for disabled of "American Standard " brand, model Apex - AR-065-18 S/S or approved equivalent.

No. 2435.00

S 47 Supply and fix hand grip-shower angle for disabled of "American Standard " brand, model Me-tu - MTJT22-5 or approvedequivalent.

No. 14460.00

S 48 Supply and fix hand grip-shower for disabled of "American Standard " brand, model Me-tu - MTJT22-10 or approvedequivalent.

No. 14460.00

Indian & Malasian Origins

S 49 Supply and fix footrest squatting pan and trap including layingflush pipe laid on concrete base. (Indian Origin)

No. 2560.00

S 50 Supply and fix ceramic urinal bowl with trap fixed to wall asdirected with inlet and outlet connection. (Indian Origin )

No. 2800.00

S 51 Supply and fix wash basin with pedestal model no.BSWBA 620x470 VCP - manufactured by Mascon or equivalant completeto work in order. Rate without pillar tap & bottle trap.

No. 7180.00

S 52 Supply and fix wall hung corner wash basin modelno.BSWBA16x16CC manufactured by Mascon or equivalantcomplete to work in order. Rate inclusive of brackets andconnection to pipe line, but without pillar tap & bottle trap.

No. 1545.00

S 53 Supply and fix wash basin only with steel brackets including 1/2"angle valve and 1/2" pillar tap marketed by M/s. "Rajabdeen" orapproved equivalent. ( Indian Origin )

No. 5375.00

S 54 Supply and fix low level water closet with cistern of Indian Originwith angle valve, "P" or "S" trap, all complete to working order. (Indian Origin )

No. 8100.00

S 55 High-level plastic cistern supplied and fixed to wall rawl plug &screws complete with P.V.C. flush pipe, stop cock, water supplyconnection etc. (Malaysian make)

No. 4315.00

S 56 Supply and fix 36" x 18" stainless steel kitchen sink with singlebowl & single drain of "Sealcore" by mascons or approvedequivelant with 5 year written warranty from the authorizedagent. including PVC bottle trap and water connection withflexible hose, all complete to working order. ( Swan neck tap paidseparately.)

No. 4470.00

Engineering organization, W.P. Page 32 BSR 2010

ITEM DESCRIPTION UNIT RATE

S 57 Supply and fix 17" x 18" stainless steel kitchen sink with singlebowl of "Sealcore" by mascons or approved equivelant with 5year written warranty from the authorized agent. including PVCbottle trap and water connection with flexible hose, all completeto working order. ( Swan neck tap paid separately.)

No. 3535.00

S 58 Supplying and fixing 1 1/4" (40 mm) dia. PVC Bottle Trap.(Malaysian make )

No. 415.00

S 59 Shower rose chromium plated 4" dia. Fixed vertically with 1/2"valve socket including water connection.

No. 885.00

S 60 Supply and fixing plastic seat cover No. 820.00

S 61 Mirror bevelled rectangular 20"x 15" with hard wood back 3/4"thickness finished with 2 coats of enamel paint. Aluminium clipsand key hole hanging plate including glass shelves.

No. 2240.00

T - PLUMBING

Note:

All P.V.C. pipes should confirm to S.L.S. 147

T 01 Supplying laying and/or fixing 1/2" dia. P.V.C. pipes Type1000 (Specials paid separately).

L.ft. 46.00

T 02 Supplying laying and/or fixing 3/4" dia. P.V.C. pipes Type1000 (Specials paid separately).

L.ft. 72.00

T 03 Supplying laying and/or fixing 1" dia. P.V.C. pipes Type 1000(Specials paid separately).

L.ft. 84.00

T 04 Supplying laying and/or fixing 1 1/4" dia. P.V.C. pipes Type1000 (Specials paid separately).

L.ft. 106.00

T 05 Supplying laying and/or fixing 1 1/2" dia. P.V.C. pipes Type1000 (Specials paid separately).

L.ft. 146.00

T 06 Supplying laying and/or fixing 2" dia. P.V.C. pipes Type 1000(Specials paid separately).

L.ft. 232.00

"Water - Tec" Brand or Approved Equivalent Fittings (T 07 - T 12 )

T 07 Supplying and fixing 1/2" Bib tap No. 300.00

T 08 Supplying and fixing 1/2" Angle valve No. 295.00

T 09 Supplying and fixing 1/2" Pillar Sink tap.(Swan-neck) No. 920.00

T 10 Supplying and fixing 1/2" Wall Sink tap. No. 990.00

T 11 Supplying and fixing Health foucet.(Bidet Spray) No. 550.00

T 12 Supplying and fixing Shower rose No. 575.00

Engineering organization, W.P. Page 33 BSR 2010

ITEM DESCRIPTION UNIT RATE

"Plumber" Brand or Approved Equivalent Fittings (T 13 -T17 )

T 13 Supply and fixing 1/2" dia. chromium plated Concealed stop cockof "Plumber" brand & model no: NCE-0405 or approvedequivalent.

No. 1600.00

T 14 Supply and fixing 1/2" dia. chromium plated Angle cock of"Plumber" brand & model no: NCE-0507 or approved equivalent.

No. 925.00

T 15 Supply and fixing 1/2" dia. chromium plated Pillar cock , foamflow of "Plumber" brand & model no : NCE-0101 or approvedequivalent.

No. 1580.00

T 16 Supply and fixing 1/2" dia. chromium plated Bib cock , foamflow of "Plumber" brand & model no : NCE-0202 or approvedequivalent.

No. 1335.00

T 17 Supply and fixing 1/2" dia. chromium plated Sink cock withswivel spout deck mounted, foam flow of "Plumber" brand &model no : NCE-0202 or approved equivalent. (Swan-neck Type)

No. 3400.00

T 18 Supplying and fixing 1/2" stop cock. No. 535.00

T 19 Supplying and fixing 3/4" stop cock. No. 860.00

T 20 Supplying and fixing 1" wheel valve "Pegler" Brand or approved equivalent. No. 1640.00

T 21 Supplying and fixing 1 1/2" wheel valve "Pegler" Brand or approved equivalent. No. 2180.00

T 22 Supplying and fixing 2" wheel valve "Pegler" Brand or approved equivalent. No. 5675.00

T 23 Supplying and fixing 1/2" Handle valve No. 585.00

T 24 Supplying and fixing 3/4" Handle valve No. 910.00

T 25 Supply and fixing 1" dia Brass Ball valve "Pegler" Brand or approved equivalent. No. 1770.00

T 26 Supply and fixing 3/4" dia Brass Ball valve "Pegler" Brand or approved equivalent. No. 1215.00

T 27 Supply and fixing 1/2" dia Brass Ball valve "Pegler" Brand or approved equivalent. No. 710.00

T 28 Supply and fixing 1" dia PVC Compact Ball valve. No. 375.00

T 29 Supply and fixing 3/4" dia PVC Compact Ball valve. No. 355.00

T 30 Supply and fixing 1/2" dia PVC Compact Ball valve. No. 240.00

T 31 Supply and fixing 1/2" dia PVC Union. No. 210.00

Engineering organization, W.P. Page 34 BSR 2010

ITEM DESCRIPTION UNIT RATE

T 32 Supply and fixing 1" dia PVC Union. No. 230.00

T 33 Supplying and laying 4" dia.P.V.C. sewer pipes (type 600)Including cement concrete surrounding 1:3:6: ( 1") as per Drg.No:- WSS 270 - Type I . Excavation paid separately.

L.ft. 885.00

T 34 Supplying and laying 6" dia.P.V.C. sewer pipes (type 600)Including cement concrete surrounding 1:3:6: ( 1") as per Drg.No:- WSS 270 - Type II . Excavation paid separately.

L.ft. 1520.00

T 35 Supplying and laying 4" dia.P.V.C. sewer pipes (type 600) fixedto wall and floor slab with clips.

L.ft. 585.00

T 36 Supplying and laying 6" dia. P.V.C. sewer pipes (type 600) fixedto wall and floor slab with clips.

L.ft. 1100.00

T 37 Supplying and Fixing 1 1/4" dia P.V.C. waste pipe (type 600) L.ft. 95.00

T 38 Supplying and fixing 1 1/2" dia P.V.C. waste pipe (type 600) L.ft. 115.00

T 39 Supplying and fixing 2" dia. P.V.C waste pipe (type 600) L.ft. 165.00

T 40 Supplying and fixing 4" dia. P.V.C waste pipe (type 600) L.ft. 500.00

T 41 Supplying and installing "Plastishell" or any other water tank 500Ltr. capacity (fittings paid separately) at an average height of 12'-0". Tank shall have a 5 year warranty from the manufracture.

No. 8600.00

T 42 Supplying and installing "Plastishell" or any other water tank1000 Ltr. capacity (fittings paid separately) at an average heightof 12'-0". Tank shall have a 5 year warranty from themanufracture.

No. 15900.00

T 43 Supplying and installing 2000 ltr. "Plastishell" or any other watertank at average 12 ft. height including transporting and hoistingin position Tank shall have a 5 year warranty from themanufracture.

No. 27100.00

T 44 Supplying and installing 5000 ltr. "Plastishell" or any other watertank at average 12 ft. height including transporting and hoistingin position Tank shall have a 5 year warranty from themanufracture.

No. 63980.00

T 45 Supplying and fixing 1/2" dia PVC Socket No. 43.00

T 46 Supplying and fixing 1/2" dia. PVC Valve Socket No. 47.00

T 47 Supplying and fixing 1/2" dia. PVC Faucet Socket No. 47.00

T 48 Supplying and fixing 1/2" dia. PVC Elbow No. 42.00

T 49 Supplying and fixing 1/2" dia. PVC Bend No. 54.00

T 50 Supplying and fixing 1/2" dia. PVC Equal Tee No. 47.00

Engineering organization, W.P. Page 35 BSR 2010

ITEM DESCRIPTION UNIT RATE

T 51 Supplying and fixing 1/2" dia. PVC Clips No. 21.00

T 52 Supplying and fixing 3/4" dia PVC Socket No. 52.00

T 53 Supplying and fixing 3/4" dia. PVC Valve Socket No. 57.00

T 54 Supplying and fixing 3/4" dia. PVC Faucet Socket No. 57.00

T 55 Supplying and fixing 3/4" dia. PVC Elbow No. 57.00

T 56 Supplying and fixing 3/4" dia. PVC Bend No. 65.00

T 57 Supplying and fixing 3/4" dia. PVC Equal Tee No. 65.00

T 58 Supplying and fixing 3/4" dia. PVC Clips No. 27.00

T 59 Supplying and fixing 1" dia PVC Socket No. 66.00

T 60 Supplying and fixing 1" dia. PVC Valve Socket No. 64.00

T 61 Supplying and fixing 1" dia. PVC Faucet Socket No. 67.00

T 62 Supplying and fixing 1" dia. PVC Elbow No. 72.00

T 63 Supplying and fixing 1" dia. PVC Bend No. 83.00

T 64 Supplying and fixing 1" dia. PVC Equal Tee No. 88.00

T 65 Supplying and fixing 1" dia. PVC Clips No. 28.00

T 66 Supplying and fixing 1 1/4" dia PVC Socket No. 87.00

T 67 Supplying and fixing 1 1/4" dia. PVC Valve Socket No. 96.00

T 68 Supplying and fixing 1 1/4" dia. PVC Faucet Socket No. 104.00

T 69 Supplying and fixing 1 1/4" dia. PVC Elbow No. 103.00

T 70 Supplying and fixing 1 1/4" dia. PVC Bend No. 150.00

T 71 Supplying and fixing 1 1/4" dia. PVC Equal Tee No. 125.00

T 72 Supplying and fixing 1 1/4" dia. PVC Clips No. 30.00

T 73 Supplying and fixing 1 1/2" dia PVC Socket No. 123.00

T 74 Supplying and fixing 1 1/2" dia. PVC Valve Socket No. 126.00

T 75 Supplying and fixing 1 1/2" dia. PVC Faucet Socket No. 136.00

T 76 Supplying and fixing 1 1/2" dia. PVC Elbow No. 157.00

T 77 Supplying and fixing 1 1/2" dia. PVC Bend No. 228.00

Engineering organization, W.P. Page 36 BSR 2010

ITEM DESCRIPTION UNIT RATE

T 78 Supplying and fixing 1 1/2" dia. PVC Equal Tee No. 205.00

T 79 Supplying and fixing 1 1/2" dia. PVC Clips No. 36.00

T 80 Supplying and fixing 2" dia PVC Socket No. 177.00

T 81 Supplying and fixing 2" dia. PVC Valve Socket No. 190.00

T 82 Supplying and fixing 2" dia. PVC Faucet Socket No. 195.00

T 83 Supplying and fixing 2" dia. PVC Elbow No. 243.00

T 84 Supplying and fixing 2" dia. PVC Bend No. 395.00

T 85 Supplying and fixing 2" dia. PVC Equal Tee No. 297.00

T 86 Supplying and fixing 2" dia. PVC Clips No. 38.00

T 87 Supplying and fixing 2 1/2" dia PVC Socket No. 378.00

T 88 Supplying and fixing 2 1/2" dia. PVC Valve Socket No. 1125.00

T 89 Supplying and fixing 2 1/2" dia. PVC Faucet Socket No. 356.00

T 90 Supplying and fixing 2 1/2" dia. PVC Elbow No. 795.00

T 91 Supplying and fixing 2 1/2" dia. PVC Bend No. 925.00

T 92 Supplying and fixing 2 1/2" dia. PVC Equal Tee No. 1015.00

T 93 Supplying and fixing 2 1/2" dia. PVC Clips No. 41.00

T 94 Supplying and fixing 3" dia PVC Socket No. 540.00

T 95 Supplying and fixing 3" dia. PVC Valve Socket No. 1150.00

T 96 Supplying and fixing 3" dia. PVC Faucet Socket No. 645.00

T 97 Supplying and fixing 3" dia. PVC Elbow No. 1425.00

T 98 Supplying and fixing 3" dia. PVC Bend No. 1520.00

T 99 Supplying and fixing 3" dia. PVC Equal Tee No. 1720.00

T 100 Supplying and fixing 3" dia. PVC Clips No. 94.00

T 101 Supplying and fixing 2" - 1 1/2" dia. PVC. Reducing Socket No. 151.00

T 102 Supplying and fixing 2" - 1 1/4" dia. PVC. Reducing Socket No. 147.00

T 103 Supplying and fixing 2" - 1" 1/2 dia. PVC. Reducing Socket No. 143.00

T 104 Supplying and fixing 2" - 3/4" 2 dia. PVC. Reducing Socket No. 139.00

Engineering organization, W.P. Page 37 BSR 2010

ITEM DESCRIPTION UNIT RATE

T 105 Supplying and fixing 2" - 1/2" 2 dia. PVC. Reducing Socket No. 135.00

T 106 Supplying and fixing 1 1/2" - 1 1/4" dia. PVC. Reducing Socket No. 118.00

T 107 Supplying and fixing 1 1/2" - 1" 1/2 dia. PVC. Reducing Socket No. 115.00

T 108 Supplying and fixing 1 1/2" - 3/4" 2 dia. PVC. Reducing Socket No. 101.00

T 109 Supplying and fixing 1 1/2" - 1/2" 2 dia. PVC. Reducing Socket No. 93.00

T 110 Supplying and fixing 1 1/4" - 1" 1/2 dia. PVC. Reducing Socket No. 90.00

T 111 Supplying and fixing 1 1/4" - 3/4" 2 dia. PVC. Reducing Socket No. 83.00

T 112 Supplying and fixing 1 1/4" - 1/2" 2 dia. PVC. Reducing Socket No. 76.00

T 113 Supplying and fixing 1" - 3/4" 2 dia. PVC. Reducing Socket No. 66.00

T 114 Supplying and fixing 1" - 1/2" 2 dia. PVC. Reducing Socket No. 59.00

T 115 Supplying and fixing 3/4" - 1/2" dia. PVC. Reducing Socket No. 52.00

T 116 Supplying and fixing 2" - 1 1/2" dia. PVC. Reducing Tee. No. 290.00

T 117 Supplying and fixing 2" - 1 1/4" dia. PVC. Reducing Tee. No. 282.00

T 118 Supplying and fixing 2" - 1" 1/2 dia. PVC. Reducing Tee. No. 280.00

T 119 Supplying and fixing 2" - 3/4" 2 dia. PVC. Reducing Tee. No. 279.00

T 120 Supplying and fixing 2" - 1/2" 2 dia. PVC. Reducing Tee. No. 270.00

T 121 Supplying and fixing 1 1/2" - 1 1/4" dia. PVC. Reducing Tee. No. 184.00

T 122 Supplying and fixing 1 1/2" - 1" 1/2 dia. PVC. Reducing Tee. No. 165.00

T 123 Supplying and fixing 1 1/2" - 3/4" 2 dia. PVC. Reducing Tee. No. 156.00

T 124 Supplying and fixing 1 1/2" - 1/2" 2 dia. PVC. Reducing Tee. No. 138.00

T 125 Supplying and fixing 1 1/4" - 1" 1/2 dia. PVC. Reducing Tee. No. 125.00

T 126 Supplying and fixing 1 1/4" - 3/4" 2 dia. PVC. Reducing Tee. No. 120.00

T 127 Supplying and fixing 1 1/4" - 1/2" 2 dia. PVC. Reducing Tee. No. 99.00

T 128 Supplying and fixing 1" - 3/4" 2 dia. PVC. Reducing Tee. No. 89.00

T 129 Supplying and fixing 1" - 1/2" 2 dia. PVC. Reducing Tee. No. 83.00

T 130 Supplying and fixing 3/4" - 1/2" dia. PVC. Reducing Tee. No. 70.00

T 131 Supplying and fixing 1" - 3/4" 2 dia. PVC. Reducing FoucetTee. No. 90.00

Engineering organization, W.P. Page 38 BSR 2010

ITEM DESCRIPTION UNIT RATE

T 132 Supplying and fixing 1" - 1/2" 2 dia. PVC. Reducing FoucetTee. No. 76.00

T 133 Supplying and fixing 3/4" - 1/2" dia. PVC. Reducing FoucetTee. No. 78.00

T 134 Supplying and fixing 1" - 3/4" 2 dia. PVC. Reducing Elbow. No. 84.00

T 135 Supplying and fixing 1" - 1/2" 2 dia. PVC. Reducing Elbow. No. 78.00

T 136 Supplying and fixing 3/4" - 1/2" dia. PVC. Reducing Elbow. No. 75.00

T 137 Supply and fixing 1/2" dia flexible hose - 12" length. No. 480.00

T 138 Supply and fixing 1/2" dia flexible hose - 18" length. No. 555.00

Special Pipe fittings

All Special Pipe fittings should be "Anton" Brand orapproved equivalent.

T 139 Supplying and fixing 4" (110 mm) dia. Double access branchwith cleaning eye.

No. 1555.00

T 140 Supplying and fixing 4" (110 mm) dia Single access branch withcleaning eye.

No. 1085.00

T 141 Supplying and fixing 4" (110 mm) dia single branch. No. 920.00

T 142 Supplying and fixing 4" (110 mm) dia Swept bend with cleaningeye.

No. 1005.00

T 143 Supplying and fixing 4" (110 mm) dia Swept bend. No. 1000.00

T 144 Supplying and fixing 4" (110 mm) dia Swept tee with cleaningeye.

No. 1140.00

T 145 Supplying and fixing 4" (110 mm) dia Swept tee. No. 735.00

T 146 Supplying and fixing 4" (110 mm) dia " P " trap. No. 970.00

T 147 Supplying and fixing 4" (110 mm) dia " S " trap. No. 1280.00

T 148 Supplying and fixing 4" (110 mm) Multi floor trap. No. 655.00

T 149 Supplying and fixing 4" (110 mm) dia Tee with cleaning eye. No. 895.00

T 150 Supplying and fixing 4" (110 mm) dia.Bend. No. 740.00

T 151 Supplying and fixing 6" (160mm) dia. Bend. No. 955.00

T 152 Supplying and fixing Reducing Tee 6" x 4" (160mm x 110mm) No. 1660.00

T 153 Supplying and fixing 1 1/2" (50 mm) dia Swept tee with cleaningeye.

No. 460.00

T 154 Supplying and fixing 1 1/2" (50 mm) dia Swept tee. No. 460.00

Engineering organization, W.P. Page 39 BSR 2010

ITEM DESCRIPTION UNIT RATE

T 155 Supplying and fixing 1 1/2" (50 mm) dia Equal tee. No. 415.00

T 156 Supplying and fixing 1 1/2" (50 mm) dia Bend with cleaning eye. No. 390.00

Hot water Pipes & Fittings

T 157 Supplying , laying and/or fixing 1/2" dia. CPVC - SDR pipes.(Specials paid separately).

L.ft. 105.00

T 158 Supplying , laying and/or fixing 1" dia. CPVC - SDR pipes.(Specials paid separately).

L.ft. 180.00

T 159 Supplying and fixing 1/2" dia. CPVC Socket. No. 60.00

T 160 Supplying and fixing 1" dia. CPVC Socket. No. 300.00

T 161 Supplying and fixing 1/2" dia. CPVC Valve Socket. No. 70.00

T 162 Supplying and fixing 1" dia. CPVC Valve Socket. No. 318.00

T 163 Supplying and fixing 1/2" dia. CPVC Faucet Socket. No. 92.00

T 164 Supplying and fixing 1" dia. CPVC Faucet Socket. No. 395.00

T 165 Supplying and fixing 1/2" dia. CPVC Tee. No. 92.00

T 166 Supplying and fixing 1" dia. CPVC Tee. No. 560.00

T 167 Supplying and fixing CPVC Elbow 1/2" x 45o No. 76.00

T 168 Supplying and fixing CPVC Elbow 1/2" x 90o No. 76.00

T 169 Supplying and fixing CPVC Elbow 1" x 45o No. 505.00

T 170 Supplying and fixing CPVC Elbow 1" x 90o No. 435.00

T 171 Supplying and fixing CPVC Reducing Socket 1" x 1/2" No. 270.00

T 172 Supplying and fixing CPVC Reducing Tee 1" x 1/2" No. 485.00

T 173 Supplying and fixing 1/2" dia. CPVC End Cap. No. 56.00

T 174 Supplying and fixing 1" dia. CPVC End Cap. No. 210.00

T 175 Supplying and fixing 1/2" dia. CPVC Tap End Plug. No. 810.00

T 176 Supplying and fixing 1/2" dia. CPVC Union. No. 645.00

T 177 Supplying and fixing 1/2" dia. CPVC Elbow Holder. No. 725.00

T 178 Supplying and fixing 1" dia. CPVC Elbow Holder. No. 875.00

T 179 Supplying and fixing 1/2" dia. CPVC Brass Male Adapter. No. 460.00

T 180 Supplying and fixing 1/2" dia. CPVC Brass Female Adapter. No. 695.00

Engineering organization, W.P. Page 40 BSR 2010

ITEM DESCRIPTION UNIT RATE

T 181 Supplying and fixing 1/2" dia. CPVC Brass Elbow. No. 625.00

Water Pump

T 182 Supplying and fixing water pump single phase manufactured by "Jinasena" Model no:- N110T/1 ,size 1" x 1" , 0.75 H.P. , totalhead 80'-0" , out put 1000 I.g/hr. as per manufacturer'sspecifications. Rate include for fixing 1" dia. Foot valve approvedmake, Positioning and mount the pump on a concrete bed 9" x 9"x 3" thick in 1:2:4(3/4") with 10mm dia. hexagonal bolts torequired lengh , Nuts & Washers 1/16" thick complete in workingorder using necessary P.V.C. pipes, specials...etc. & electricalsupply from the closest DB. Pipes , specials & electricityconnection paid separatly.

No. 19625.00

Test

T 183 Water Pressure testing for PVC pipes. Item 1000.00

T 184 Testing of Water tanks & Sumps as per clause 3.8.6 of SCA/4/11 Item 4000.00

U - DRAINAGE

Waste Water Manhole - Brick

U 01 Construction of waste water brick manhole internal size of 1'-0" x1'-0" & depth upto 1'-3", consist of 3" thick Grade 15 concretebase and 4 1/2" thick brick masonry side walls in 1:3 cement sandmix , 1/2" thick cement rendering in 1:2 to internal & externalexposed faces of walls finished smooth with neat cement floating,with 2" thick Grade 20 RCC cover slab with 6mm dia. M.S. rods@ 4" c/c both ways. Rate to include for excavation, necessaryformwork , lifting hooks & 3" thick concrete pad as per Drawing No:-WSS/10/01

No. 1890.00

U 02 Construction of waste water brick manhole internal size of 1'-3" x1'-3" & depth upto 2'-0", consist of 3" thick Grade 15 concretebase and 4 1/2" thick brick masonry side walls in 1:3 cement sandmix , 1/2" thick cement rendering in 1:2 to internal & externalexposed surfaces of walls finished smooth with neat cementfloatings, with 2" thick Grade 20 RCC cover slab with 6mm dia.M.S. rods @ 4" c/c both ways. Rate to include for excavation,necessary formwork , lifting hooks & 3" thick concrete pad as perDrawing No:- WSS/10/01

No. 3015.00

Engineering organization, W.P. Page 41 BSR 2010

ITEM DESCRIPTION UNIT RATE

U 03 Construction of waste water brick manhole internal size of 1'-6" x1'-6" & depth 2'-0"to 3'-0", consist of 3" thick Grade 15 concretebase and 4 1/2" thick brick masonry side walls in 1:3 cement sandmix , 1/2" thick cement rendering in 1:2 to internal & externalexposed surfaces of walls finished smooth with neat cementfloatings, with 3" thick Grade 20 RCC cover slab with 10mmdia.tor steel @ 6" c/c both ways. Rate to include for excavation,necessary formwork, lifting hooks & 6" thick concrete pad as perDrawing No:-WSS/10/01

No. 4700.00

U 04 Construction of waste water brick manhole internal size of 2'-0" x2'-0" & depth vary from 2'-0"-3'-0", consist of 4" thick Grade 15concrete base and 9" thick brick masonry side walls in 1:3 cementsand mix ,1/2" thick cement sand rendering in 1:2 to all internalsurfaces and external exposed surfaces of walls finished smoothwith neat cement floating , with 3" thick Grade 20 RCC coverslab with 10mm dia. tor steel @ 6" c/c both ways.Rate to includefor excavation, necessary formwork, lifting hooks and 6" thickconcrete pad as per Drawing No:- WSS/10/01

No. 11585.00

Waste Water Manhole - Concrete

U 05 Construction of waste water concrete manhole internal size of 1'-0" x 1'-0" & depth up to 1'-3", consist of 4" thick Grade 20concrete base and sides ,with 2" thick Grade 20 RCC cover slabwith 6mm dia.M.S. rods @ 4" c/c both ways. Rate to include forexcavation, necessary formwork, lifting hooks and 1/2" thickcement sand rendering in 1:2 mix trowel smooth with neat greycement to all internal surfaces and external exposed surfaces asper Drawing No:-WSS/10/02

No. 2610.00

U 06 Construction of waste water concrete manhole internal size of 1'-3" x 1'-3" & depth up to 2'-0", consist of 4" thick Grade 20concrete base and sides ,with 2" thick Grade 20 RCC cover slabwith 6mm dia.M.S. rods @ 4" c/c both ways. Rate to include forexcavation, necessary formwork, lifting hooks and 1/2" thickcement sand rendering in 1:2 mix trowel smooth with neat greycement to all internal surfaces and external exposed surfaces asper Drawing No:-WSS/10/02

No. 3390.00

U 07 Construction of waste water concrete manhole internal size of 1'-6" x 1'-6" & depth vary from 2'-0' - 3'-0", consist of 3" thickGrade15 lean concrete & 5" thick Grade 20 RCC base and sidewalls with 10mm dia.tor steel @ 6" c/c both ways and 3" thickGrade 20 RCC cover slab with 10mm dia. tor steel @ 6" c/c bothways. Rate to include for excavation, necessary formwork, liftinghooks and 1/2" thick cement & sand rendering in 1:2 mix trowelsmooth with neat grey cement to all internal surfaces and externalexposed surfaces as per Drawing No:- WSS/10/02

No. 11475.00

Engineering organization, W.P. Page 42 BSR 2010

ITEM DESCRIPTION UNIT RATE

Sewer Manhole - Brick

U 08 Construction of brick sewer manhole internal size of 2'-1" x 1'-7"& depth vary from 1'-6" - 3'-0", consist of 6" thick Grade 15 leanconcrete base and 9" thick brick masonry side walls in 1:3 cementsand mix ,with 3" thick Grade 20 RCC cover slab with 10mmdia.tor steel @ 6" c/c both ways.Rate to include for excavation,necessary formwork, lifting hooks, concrete pad and 1/2" thickcement & sand rendering in 1:2 mix trowel smooth with neat grey cement to all internal surfaces , exposed external surfaces andforming channel with 1:6 benching as per Drawing No:-WSS/10/03

No. 10705.00

U 09 Construction of brick sewer manhole internal size of 2'-6" x 1'-7"& depth vary from 2'-0" - 3'-0", consist of 6" thick Grade 15 leanconcrete base and 9" thick brick masonry side walls in 1:3 cementsand mix ,with 3" thick Grade 20 RCC cover slab with 10mmdia.tor steel @ 6" c/c both ways. Rate to include for excavation,necessary formwork, lifting hooks , concrete pad and 1/2" thickcement & sand rendering in 1:2 mix trowel smooth with neat grey cement to all internal surfaces , exposed external surfaces andforming channel with 1:6 benching as per Drawing No:-WSS/10/03

No. 12840.00

U 10 Construction of brick sewer manhole internal size of 3'-4 1/2" x 2'-3" & depth vary from 2'-0" - 3'-0", consist of 6" thick Grade 15lean concrete base and 9" thick brick masonery side walls in 1:3cement sand mix ,with 3" thick Grade 20 RCC cover slab with10mm dia.tor steel @ 6" c/c both ways.Rate to include forexcavation, necessary formwork, lifting hooks , concrete pad and1/2" thick cement & sand rendering in 1:2 mix trowel smoothwith neat grey cement to all internal surfaces , exposed externalsurfaces and forming channel with 1:6 benching as per Drawing No:- WSS/10/04

No. 17870.00

U 11 Construction of brick sewer manhole internal size of 4'-6" x 2'-71/2" & depth vary from 2'-0" - 3'-0", consist of 6" thick Grade 15lean concrete base and 9" thick brick masonry side walls in 1:3cement sand mix ,with 3" thick Grade 20 RCC cover slab with10mm dia.tor steel @ 6" c/c both ways.Rate to include forexcavation, necessary formwork, lifting hooks, concrete pad and1/2" thick cement & sand rendering in 1:2 mix trowel smoothwith neat grey cement to all internal surfaces , exposed externalsurfaces and forming channel with 1:6 benching as per Drawing No:- WSS/10/05

No. 23115.00

Engineering organization, W.P. Page 43 BSR 2010

ITEM DESCRIPTION UNIT RATE

U 12 Construction of brick sewer manhole internal size of 4'-6" x 2'-71/2" & depth vary from 3'-0" - 5'-0", consist of 6" thick Grade 15lean concrete base and 9" thick brick masonery side walls in 1:3cement sand mix ,with 3" thick Grade 20 RCC cover slab with10mm dia.tor steel @ 6" c/c both ways.Rate to include forexcavation, necessary formwork, lifting hooks, concrete pad and1/2" thick cement & sand rendering in 1:2 mix trowel smoothwith neat grey cement to all internal surfaces , exposed externalsurfaces and forming channel with 1:6 benching as per Drawing No:- WSS/10/05

No. 29085.00

U 13 Construction of brick Interceptor manhole internal size4'-6"x 2'-71/2" depth up to 5'-6" Consists of 3" thick grade 15 leanconcrete & 6" thick Grade 20 conrete base , 9" thick brickmasonry side walls in 1:3 cement sand mix ,with 3" thick Grade20 RCC cover slab with 10mm dia.tor steel @ 6" c/c bothways.Rate to include for excavation, necessary formwork, liftinghooks concrete pad and 1/2" thick cement & sand rendering in1:2 mix trowel smooth with neat grey cement to all internalsurfaces , exposed external surfaces including interceptor withstopper and forming channels with 1:6 benching includingworking spaces as per Drawing No:- WSS/10/06

No. 39375.00

U 14 Construction of brick drop manhole internal size 4'-6"x 2'-7 1/2"and depth up to 5'-0", Consists of 6" thick Grade 20 conrete basewith 10mm dia. tor steel @ 8" c/c bothways on 3"thick Grade 15lean concrete and 9" thick brick masonry side walls in 1:3 cementsand mix ,with 3" thick Grade 20 RCC cover slab with 10mmdia. tor steel @ 6" c/c both ways. Rate to include for excavation,necessary formwork, lifting hooks , concrete pad and 1/2" thickcement & sand rendering in 1:2 mix trowel smooth with neat grey cement to all internal surfaces , exposed external surfaces andforming channels with 1:6 benching including P.V.C. specials ,M.S. foot steps & working spaces as per Drawing No:-WSS/10/07

No. 30955.00

U 15 Construction of brick drop manhole internal size 4'-6"x 2'-7 1/2"and depth vary from 5'-0" - 10'-0", Consists of 6" thick Grade 20conrete base with 10mm dia. tor steel @ 8" c/c bothways on3"thick Grade 15lean concrete and 9" thick brick masonery sidewalls in 1:3 cement sand mix ,with 3" thick Grade 20 RCC coverslab with 10mm dia.tor steel @ 6" c/c both ways.Rate to includefor excavation, necessary formwork, lifting hooks , concrete padand 1/2" thick cement & sand rendering in 1:2 mix trowel smoothwith neat grey cement to all internal surfaces , exposed externalsurfaces and forming channel with 1:6 benching including P.V.C.specials, M.S. foot step & working spaceas per Drawing No:-WSS/10/07

No. 45780.00

Engineering organization, W.P. Page 44 BSR 2010

ITEM DESCRIPTION UNIT RATE

Sewer Manhole - Concrete

U 16 Construction of RCC sewer manhole internal size of 2'-1" x 1'-7"& depth up to 2'-0", consist of 2" thick Grade 15 lean concreteand 6" thick Grade 20 concrete base and side walls r/f with 10mmdia. tor steel @ 8" c/c bothways , with 3" thick Grade 20 RCCcover slab with 10mm dia.tor steel @ 6" c/c both ways.Rate toinclude for excavation, necessary formwork, lifting hooks and1/2" thick cement & sand rendering in 1:2 mix trowel smooth with neat grey cement to all internal surfaces , exposed externalsurfaces and forming channel with 1:6 benching.as per Drawing No:- .WSS/10/08

No. 15290.00

U 17 Construction of RCC sewer manhole internal size of 2'-6" x 1'-7"& depth vary from 2'-0" - 3'-0" , consist of 2" thick Grade 15 leanconcrete and 6" thick Grade 20 concrete base and side walls r/fwith 10mm dia. tor steel @ 8" c/c bothways , with 3" thick Grade20 RCC cover slab with 10mm dia.tor steel @ 6" c/c both ways.Rate to include for excavation, necessary formwork, lifting hooksand 1/2" thick cement , sand rendering in 1:2 mix trowel smoothwith neat grey cement to all internal surfaces , exposed externalsurfaces and forming channel with 1:6 benching as per Drawing No:- WSS/10/08

No. 17880.00

U 18 Construction of RCC sewer manhole internal size of 3'-4 1/2" x 2'-3" & depth vary from 2'-0" - 3'-0" , consist of 2" thick Grade 15lean concrete and 6" thick Grade 20 concrete base and side wallsr/f with 10mm dia. tor steel @ 8" c/c bothways , with 3" thickGrade 20 RCC cover slab with 10mm dia.tor steel @ 6" c/c bothways.Rate to include for excavation, necessary formwork, liftinghooks and 1/2" thick cement , sand rendering in 1:2 mix trowelsmooth with neat grey cement to all internal surfaces , exposedexternal surfaces and forming channel with 1:6 benching as perDrawing No:-WSS/10/09

No. 27000.00

U 19 Construction of RCC sewer manhole internal size of 4'-6" x 2'-71/2" & depth vary fro0m 2'-0" - 3'-0" , consist of 2" thick Grade15 lean concrete and 6" thick Grade 20 concrete base and sidewalls r/f with 10mm dia. tor steel @ 8" c/c bothways , with 3"thick Grade 20 RCC cover slab with 10mm dia.tor steel @ 6" c/cboth ways.Rate to include for excavation, necessary formwork,lifting hooks and 1/2" thick cement & sand rendering in 1:2 mixtrowel smooth with neat grey cement to all internal surfaces ,exposed external surfaces and forming channel with 1:6 benchingas per Drawing No:-WSS/10/08

No. 33950.00

Engineering organization, W.P. Page 45 BSR 2010

ITEM DESCRIPTION UNIT RATE

U 20 Construction of RCC sewer manhole internal size of 4'-6" x 2'-71/2" & depth vary from 3'-0" - 5'-0" , consist of 2" thick Grade 15lean concrete and 6" thick Grade 20 concrete base and side wallsr/f with 10mm dia. tor steel @ 8" c/c bothways , with 3" thickGrade 20 RCC cover slab with 10mm dia.tor steel @ 6" c/c bothways.Rate to include for excavation, necessary formwork, liftinghooks and 1/2" thick cement , sand rendering in 1:2 mix trowelsmooth with neat grey cement to all internal surfaces , exposedexternal surfaces and forming channel with 1:6 benching as perDrawing No:- WSS/10/10

No. 45780.00

Manhole Covers

U 21 RCC Manhole cover size of 2'-0" x 2'-0" approx. & 3" thickConsist of 1:2:4(3/4") concrete & 10mm dia. Tor steel bars @ 6"C/C both ways. Rate include necessary formwork and liftinghooks.

Sq.ft. 505.00

U 22 Supplying & fixing heavy duty Cast Iron manhole cover size of24" x 18" including cover frame.

No. 6570.00

Gulleys

U 23 Gulley S.W. 4" supplied and fixed including 1:2:4(3/4")concretegully box.

No. 1580.00

U 24 Construction of gully internal size of 1'-2" x 1'-2" & depth up to1'-4" , consist of 3" thick Grade 20 concrete base and 4 1/2"thick brick masonary side walls in 1:3 cement sand mix , with 2"thick Grade 20 RCC cover slab with 6mm dia.M S rods @ 4" c/cboth ways.Rate to include for excavation, necessary formwork,lifting hooks,,supplying P.V.C.gully trap infill with grade 20concreate and 1/2" thick cement & sand rendering in 1:2 mixtrowel smooth with neat grey cement to all internal surfaces ,exposed external surfaces and forming channel with 1:6 benchingas per Drawing No:-WSS/10/11

No. 3630.00

Soakage Pits

U 25 Construction of 4'-0" dia. soakage pit in hard soil.. as perDrawing No:- WSS/SP/01

No. 22490.00

U 26 Construction of 6'-0" dia. soakage pit in hard soil. as perDrawing No:- WSS/SP/02

No. 41425.00

U 27 Construction of 8'-0" dia. soakage pit in hard soil. as perDrawing No:- WSS/SP/03

No. 57570.00

U 28 Construction of 4'-0" dia. soakage pit in loose soil.. as perDrawing No:- WSS/SP/04

No. 52370.00

U 29 Construction of 6'-0" dia. soakage pit in loose soil. as perDrawing No:- WSS/SP/05

No. 83055.00

U 30 Construction of 8'-0" dia. soakage pit in loose soil. as perDrawing No:- WSS/SP/06

No. 112040.00

Engineering organization, W.P. Page 46 BSR 2010

ITEM DESCRIPTION UNIT RATE

Septic tanks

U 31 Construction of 30 person Septic tank (Brick) in hard soil. as perDrawing No:- WSS/ST/01

No. 120480.00

U 32 Construction of 50 person Septic tank (Brick) in hard soil. as perDrawing No:- WSS/ST/01

No. 140695.00

U 33 Construction of 70 person Septic tank (Brick) in hard soil. as perDrawing No:- WSS/ST/02

No. 158490.00

U 34 Construction of 100 person Septic tank (Brick) in hard soil. asper Drawing No:- WSS/ST/01

No. 192800.00

U 35 Construction of 150 person Septic tank (Brick) in hard soil. asper Drawing No:- WSS/ST/02

No. 251945.00

U 36 Construction of 100 person RCC Septic tank in hard/loose soil.as per Drawing No:-WSS/ST/03

No. 393060.00

U 37 Construction of 150 person RCC Septic tank in hard/loose soil.as per Drawing No:- WSS/ST/04

No. 497200.00

U 38 Supplying and fixing 4'-0" dia.x 8'-0" Pre-cast Septic tank(manufactured by SEC) including excavation depth not exeeding8'-0" and Rate shall include a sand fill upto 2'-0" hightsorrounding the tank.

No. 43130.00

U 39 Supplying and fixing 3'-0" internal dia.x 4'-0" depth & 3" thickwalls, Pre-cast Soakage pit with perporated holes includingnecessary excavation including working space and 6" thick rubblepacking sorrounding the tank. Rate shall include hire charges ofboomtruck for placing and subject to specified approved by theDivisional Engineer.

No. 24260.00

V - ELECTRICAL INSTALLATION.

Note:

Work shall be done in accordance with specifications forelectrical and mechanical works(ICTAD PublicationNo.SCA/8 of Nov.1987

1Internal lighting wiring shall comply with the drawings andshall be in 230/440 volt single core PVC insulated coppercables

2 All switches and socket outlets shall be plated type "Clipsal"," Orange"or Cabtree make.

3

All Fluorescent fittings of powder coated gauge 24 GI shouldbe complete with choke (Make:-"Atco","BG" original or -Equivalent) starter and the tube should be Thron, Philips, orOsram

4All ceiling fans should be KDK, National, Mitsubishi, Hittachi(Original Japan)with guarantee card from the authorizeddealer.

Engineering organization, W.P. Page 47 BSR 2010

ITEM DESCRIPTION UNIT RATE

5

Rate to include switch boxes, plugs, round or square blocks,Chromium plated M.S. chains, brass hooks, ceiling roses,holders (angle batten and ordinary battens) and any otheritem necessary.

6

All distribution boards should be incorporated with multi 9genuine Merlin Gerin, A.B.B. , Hager, F & G , clipsal makeMCB's ( Miniature circuit Breaker ) and cabtree, F & G,Clipsal , Merlin Gerin make R.C.C.B.'s (Residual Currentcircuit Breaker) and Terrasaki, Merlin Gerin, , DormansSmith ,Biticano , Clockner moeller make M.C.C.B.'s(Moulded Case Circuit Breakers)

7 The whole installation shall be carried out according toCEB/IEE wiring regulations.

8

All the M.C.C.B.'s for the distribution boards should bepurchased from the following authorized agents or from theirdealers and a certificate or invoice along with their Companyseal and Part No., numbers should be produced at the time ofpayment.

Type Agent

1. Merlin Gerin M.C.C.B.'s Figaro Ltd.

2. F & G, M.C.B.'s and R.C.C.B.'s Rotex Ltd.

3. Terrasaki M.C.C.B.'s Rotex Ltd.

4. Cabtree R.C.C.B.'s Nawaloka Ltd.

5. Moeller MCB,MCCB,RCCB Richardson . Electrical (Pvt) Ltd.

6. Orange,Switches and Socket outlet OS Projects . (Pvt) Ltd.

7. Steel Enclosures Rotax Ltd./ Magline Ltd. / . Figaro Ltd./MSS(Pvt) Ltd.

9 The height of the light bracket from floor level is 2.5m

10 Height of the switches from floor level is 1.5m

11 No ceiling fan should be installed at a height of less than 2.7mfrom floor level

12

The distance of a light source from the wall should be equalto one half the distance between two adjacent light sourcesand also the distance between light fittings should not exceed1.5 times the Mounting height.

Engineering organization, W.P. Page 48 BSR 2010

ITEM DESCRIPTION UNIT RATE

13Point wiring only with and including switches (Rate includeswiring from MCB through switch to lamp point and includesthe switch, switch box, lamp holder wire and conduit)

V 01 Light point wired through a 5Amp one gang one way plate switchusing 2x1/1.13(2x1/044) P.V.C. insulated copper wire in fullyconcealed/surface P.V.C. conduits.

Per Point 1230.00

V 02 Light points wired through a 5 Amp two gang one way plateswitch using 2x1/1.13 (2x1/044) P.V.C. insulated copper wire infully concealed/surface P.V.C. conduits.

Per Point 1845.00

V 03 Light points wired through a 5 Amp three gang one way plateswitch using 2x1/1.13 (2x1/044) P.V.C. insulated copper wire infully concealed/surface P.V.C. conduits.

Per Point 2460.00

V 04 Light points wired through a 5 Amp four gang one way plateswitch using 2x1/1.13 (2x1/044) P.V.C. insulated copper wire infully concealed/surface P.V.C. conduits.

Per Point 3060.00

V 05 Light points-wired through a 5Amp 5 gang one way plate switchusing 2x1/1.13 (2x1/044) P.V.C. insulated copper wire in fullyconcealed/surface P.V.C. conduits.

Per Point 3665.00

V 06 Light point wired through a 5Amp one gang two way plate switchusing 2x1/1.13 (2x1/044) P.V.C. insulated copper wire in fullyconcealed/surface P.V.C. conduits.

Per Point 1370.00

V 07 Light point wired through a 5 Amp one gang one way plateswitch using 2x1/1.13(2x1/044) P.V.C. insulated copper wire infully surface plastic casing and capping.

Per Point 1915.00

V 08 Light points wired through a 5 Amp two gang one way plateswitch using 2x1/1.13(2x1/044) P.V.C. insulated copper wire infully surface plastic casing and capping.

Per Point 2530.00

V 09 Light points wired through a 5 Amp three gang one way plateswitch using 2x1/1.13(2x1/044) P.V.C. insulated copper wire infully surface plastic casing and capping.

Per Point 3150.00

V 10 Light points wired through a 5 Amp four gang one way plateswitch using 2x1/1.13(2x1/044) P.V.C. insulated copper wire infully surface plastic casing and capping.

Per Point 3770.00

V 11 Light points wired through a 5 Amp. 5 gang one way plateswitch using 2x1/1.13(2x1/044) P.V.C. insulated copper wire infully surface plastic casing and capping.

Per Point 4355.00

V 12 Light point wired through a 5Amp one gang two way plate switchusing 2x1/1.13(2x1/044) P.V.C. insulated copper wire in fullysurface plastic casing and capping.

Per Point 2750.00

Engineering organization, W.P. Page 49 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 13 Light point wired through a 5 Amp one gang one way plateswitch using 2x1/1.13 ( 2x1/044)P.V.C. insulated copper wire inhalf surface with plastic casing and capping and other half inopen air.

Per Point 1670.00

V 14 Light points wired through a 5 Amp two gang one way using2x1/1.13 ( 2x1/044)P.V.C. insulated copper wire in half surfacewith plastic casing & capping and other half in conduit.

Per Point 2210.00

V 15 Light points wired through a 5 Amp three gang one way using2x1/1.13 ( 2x1/044)P.V.C. insulated copper wire in half surfacewith plastic casing & capping and other half in conduit.

Per Point 2835.00

V 16 Light points wired through a 5 Amp four gang one way plateswitch using 2x1/1.13 ( 2x1/044)P.V.C. insulated copper wire inhalf surface with plastic casing & capping and other half inconduit.

Per Point 3450.00

V 17 Light points wired through a 5 Amp. five gang one way plateswitch using 2x1/1.13 ( 2x1/044)P.V.C. insulated copper wire inhalf surface with plastic casing & capping and other half inconduit.

Per Point 4075.00

V 18 Light point wired through a 5Amp one gang two way plate switchusing 2x1/1.13 ( 2x1/044)P.V.C. insulated copper wire in halfsurface with plastic casing & capping and other half in conduit.

Per Point 2750.00

V 19 Electric Bell with Bell press switch using 2x1/1.13mm (2x1.044PVC/insulated copper wire in fully concealed/ surface PVCconduits.

Per Point 2065.00

V 20 Electric Bell with bell press switch using flexible wire (twistedtwin wire) only in the table legs and floor crossings.

No. 2155.00

V 21 5 Amp Switch socket outlet wired using 2x1/1.13 P.V.C.insulated copper wire & 1x7/0.67(7/029)copper earth wire infully concealed/surface P.V.C. conduits.

No. 1900.00

V 22 5 Amp Switch socket outlet wired using 2x1/1.13 P.V.C.insulated copper wire & 1x7/0.67(7/029)copper earth wire infully surface plastic casing and capping.

No. 2425.00

V 23 15 Amp switch socket outlet wired using 2x7/0.67(2x7/029)insulated copper wire & 1x7/0.67 copper earth wire in surfaceplastic casing and capping.

No. 2400.00

V 24 15 Amp switch socket outlet wired using 2x7/0.67(2x7/029)insulated copper wire & 1x7/0.67 copper earth wire in fullyconcealed/surface P.V.C. conduits.

No. 2800.00

Engineering organization, W.P. Page 50 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 25 Flush mounted 13 Amp. non-reversible type square pin switchedsocket outlets wired in ring circuit using 4x1x7/0.67 PVCinsulated copper wire and 2x7/0.67 PVC insulated copper earthwire in casing and capping.

No.

R = 600/= x L+320/= x N

N

R = Rate per circuit (to be calculated as per formula.

L = Distance from DB to last socket ( in Meter)

N = Number of 13 Amp. sockets

V 26 Fan regulator wired without a switch using 2x1/1.13 mm P.V.C.insulated copper wire 1x7/0.67 P.V.C. insulated copper earthwire in fully concealed/surface P.V.C. conduits.

No. 1800.00

V 27 Fan regulator wired through a 5 Amp plate one gang one wayswitch using 2x1/1.13 mm P.V.C. insulated copper wire 1x7/0.67P.V.C. insulated copper earth wire in fully concealed/surfaceP.V.C.conduits.

No. 1900.00

V 28 Fan regulator wired without a switch using 2x1/1.13 mm P.V.C.insulated copper wire 1x7/0.67 P.V.C. insulated copper earthwire in fully surface plastic casing and capping.

No. 2230.00

V 29 Fan regulator wired through a 5 Amp plate one gang one wayswitch using 2x1/1.13 mm P.V.C. insulated copper wire 1x7/0.67P.V.C. insulated copper earth wire in fully surface plastic casingand capping

No. 2390.00

V 30 Fan regulator wired without a switch using 2x1/1.13 mm P.V.C.insulated copper wire 1x7/0.67 P.V.C. insulated copper earthwire in half surface with plastic casing and copping and other halfin open area.

No. 2545.00

V 31 Fan regulator wired through a 5 Amp plate one gang one wayswitch using 2x1/1.13 mm P.V.C. insulated copper wire 1x7/0.67P.V.C. insulated copper earth wire

No. 2165.00

V 32 Two Fan regulator wired through a 5Amp plate two gang oneway switch using 2x1/1.13 mm P.V.C. insulated copper wire1x7/0.67 P.V.C. insulated copper earth wire in fully concealed/surface PVC conduit

No. 3955.00

V 33 Three Fan regulator wired through a 5Amp plate three gang oneway switch using 2x1/1.13 mm P.V.C. insulated copper wire1x7/0.67 P.V.C. insulated copper earth wire in fully concealed/surface PVC conduit

No. 5470.00

Engineering organization, W.P. Page 51 BSR 2010

ITEM DESCRIPTION UNIT RATE

Supply install and wiring the following (Rate includes wiringfrom MCB through switch and regulator to the fan point andincludes the cost of fan)

V 34 Supply and install a electrical fan and fan regulator wired througha 5Amp plate one gang one way switch using 2x1/1.13 mmP.V.C. insulated copper wire 1x7/0.67 P.V.C. insulated copperearth wire in fully concealed surface P.V.C. conduit.

No. 7830.00

V 35 Supply and install a electrical fan and fan regulator wired througha 5Amp plate one gang one way switch using 2x1/1.13 mmP.V.C. insulated copper wire 1x7/0.67 P.V.C. insulated copperearth wire in fully concealed surface casing and capping.

No. 8270.00

V 36 Supply and install a electrical fan and fan regulator wired througha 5Amp plate one gang one way switch using 2x1/1.13 mmP.V.C. insulated copper wire 1x7/0.67 P.V.C. insulated copperearth wire in fully surface with plastic casing and capping andother half in conduit.

No. 8000.00

Supply & Install only the following fillings.

V 37 7" Diameter recess mounted anodized down lighter withaluminum reflector "Orange" Brand & Model No:YLI401 orapproved equivalent.

No. 1520.00

V 38 7" Diameter surface mounted black colour anodized down lighterwith aluminum reflector "Orange" Brand & Model No:YLI3400or approved equivalent.

No. 1630.00

V 39 6" Diameter pendent type anodized cylindrical down lighter"Orange" Brand & Model No:FAR01 or approved equivalent. No. 2165.00

V 40 5" / 6" Diameter wall mounted shaped upward light fitting"Orange" Brand & Model No:YLIUDL7004 or approvedequivalent.

No. 4150.00

V 41 Weatherproof IP64 rated aluminum die-casting surface mountedround half covered outdoor bulk head lamp "Orange" Brand &Model No:FWP43118 or approved equivalent.

No. 2850.00

V 42 8" Half round glass globe pendent type fitting "Orange" Brand &Model No:YLI401 YLIHLFGLOBE GALSS or approvedequivalent.

No. 3310.00

V 43 8" White colour trasparent glass globe pendent type fitting"Orange" Brand & Model No:YLIGLOBE GALSS or approvedequivalent.

No. 2165.00

V 44 Bracket lamp with batton holder including bulbs No. 465.00

V 45 Pendent Lamp No. 455.00

V 46 20W CFL lamp with one year warranty - Osram , Philips orApproved Equivelant. No. 550.00

V 47 Spot light (equivalent to Osram Halospot) - German make No. 2275.00

Engineering organization, W.P. Page 52 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 48 Mercury Vapour Lamp bracket complete 125 watts with clamps(equivalent to Siemens SNA 395)

No. 7690.00

V 49 -Ditto- 250 watts (equivalent to Siemens SNA 395) No. 14420.00

V 50 Ceiling fan 56" Sweep (KDK,National,Mitsubishi,Hittachi ) No. 6800.00

V 51 Dimmer type fan regulator with a switch (Clipsal, KDK orequivalent)

No. 650.00

V 52 Exhaust or blower fan 12" dia. (K.D.K. or Equivalent ) No. 10850.00

V 53 Wall mounted fan - European make (K.D.K. or Equivalent ) No. 12400.00

Note:

In all fluorescent lamp complete fittings incorporating, choke-Atco, BG and starter, Bulb-Philips, Osram, Thorn Choke-Atco, Starter - BG and Bulbs - Philips, osram, Thorn

V 54 4-0" long x 40W single fluorescent lamp suspension - Reflectortype.

No. 1000.00

V 55 4-0" long x 40W single fluorescent lamp suspension - Box type No. 1000.00

V 56 4-0" long x 40W single fluorescent lamp suspension - Diffusertype

No. 1150.00

V 57 4' -0" long x 40W Twin fluorescent lamp suspension , powdercoated - reflector type.

No. 1500.00

V 58 4' -0" long x 40W Twin fluorescent lamp suspension , powdercoated - Box type

No. 1500.00

V 59 4' -0" long x 40W Twin fluorescent lamp suspension , powdercoated - Diffuser type

No. 2050.00

V 60 2 x 20W single fluorescent lamp suspension , powder coated -reflector type

No. 760.00

V 61 2 x 20W single fluorescent lamp suspension , powder coated -Box type

No. 830.00

V 62 2 x 20W single fluorescent lamp suspension , powder coated -Diffuser type

No. 995.00

V 63 2'-0" long x 20W Twin fluorescent lamp suspension , powdercoated - Reflector type

No. 1300.00

V 64 2'-0" long x 20W Twin fluorescent lamp suspension , powdercoated - Box type

No. 1300.00

V 65 2'-0" long x 20W Twin fluorescent lamp suspension , powdercoated - Diffuser type

No. 1550.00

V 66 4'-0" long x 20W single fluorescent lamp Batten , powder coated - Reflector type

No. 850.00

Engineering organization, W.P. Page 53 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 67 4'-0" long x 20W single fluorescent lamp Batten , powder coated - Box type

No. 850.00

V 68 4'-0" long x 20W single fluorescent lamp Batten , powder coated - Diffuser type

No. 1230.00

V 69 4'-0" long x 20W Twin Fluorescent lamp Batten , powder coated -Reflector type

No. 1300.00

V 70 4'-0" long x 20W Twin Fluorescent lamp Batten , powder coated -Box type

No. 1300.00

V 71 4'-0" long x 20W Twin Fluorescent lamp Batten , powder coated -Diffuser type

No. 1515.00

V 72 2'-0" x 40W single fluorescent lamp Batten , powder coated -Reflector type

No. 1175.00

V 73 2'-0" x 40W single fluorescent lamp Batten , powder coated -Box type

No. 1175.00

V 74 2'-0" x 40W single fluorescent lamp Batten , powder coated -Diffuser type

No. 1690.00

V 75 2'-0" long x 40W Twin fluorescent lamp Batten , powder coated -Reflector type

No. 1380.00

V 76 2'-0" long x 40W Twin fluorescent lamp Batten , powder coated -Box type

No. 1380.00

V 77 2'-0" long x 40W Twin fluorescent lamp Batten , powder coated -Diffuser type

No. 1590.00

V 78 4-8 ways SP&N Distribution Board with thermo plastic frameand door, earth and neutral bars din trail type (protection ratingIP40)

No. 1420.00

V 79 8-10 ways SP&N Distribution board with thermo plastic frameand door, earth and neutral bars din trail type (protection ratingIP40)

No. 1420.00

V 80 10-12 ways SP&N Distribution board with thermo plastic frameand door, earth and neutral bars din trail type (protection ratingIP40)

No. 1610.00

V 81 14-16 ways SP&N distribution board with thermo plastic frameand door, earth and neutral bars din trail type (protection ratingIP40)

No. 1825.00

V 82 16-19 ways SP&N Distribution board with thermo plastic frameand door, earth and neutral bars din trail type (protection ratingIP40)

No. 1825.00

V 83 Provide an earth electrode copper plate 2'-0"x2'-0"x1/8" in 3mdeep. Rate to include connection to the main panel, sub main,earth clips, excavation etc. with 1'-0"x 1'-0"x 1'-0" earth pitincluding 4 1/2" brick work and 3" concrete slab.

Item 20000.00

Engineering organization, W.P. Page 54 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 84 Provide an earth electrode 2" dia 6'0" long G.I. pipe -ditto- with1'-0"x 1'-0"x 1'-0" earth pit including 4 1/2" brick work and 3"concrete slab.

Item 1470.00

V 85 Supplying and wiring 2 x 2.5mm2 (7/.029") PVC/PVC/Cu cable+ 2.5mm2 (7/.029) earth wire to working order excluding conduit.

L.ft. 50.00

V 86 Supplying and wiring 2 x 6mm2 (7/.044") PVC/PVC/ Cu cable +6mm2 (7/.044") earth wire complete to working order excludingconduit/casing

L.ft. 118.00

V 87 Supplying and wiring 2 x 6mm2 (7/.044") PVC/PVC/ Cu cablecomplete to working order excluding conduit/casing

L.ft. 91.00

V 88 Supplying and wiring 4 x 6mm2 (7/.044") PVC/PVC/ Cu cable +6mm2 (7/.044") earth wire complete to working order excludingconduit/casing

L.ft. 183.00

V 89 Supplying and wiring 2 x 10mm2 (7/.052") PVC/PVC/ Cu cable+ 10mm2 (7/.052") earth wire complete to working orderexcluding conduit/casing

L.ft. 167.00

V 90 Supplying and wiring 4 x 10mm2 (7/.052") PVC/PVC/ Cu cable+ 10mm2 (7/.052") earth wire complete to working orderexcluding conduit/casing

L.ft. 281.00

V 91 Supplying and wiring 2 x 16mm2 (7/.064") PVC/PVC/ Cu cable+ 16mm2 (7/.064") earth wire complete to working orderexcluding conduit/casing

L.ft. 254.00

V 92 Supplying and wiring 4 x 16mm2 (7/0.064") PVC/PVC/ Cu cable+ 16mm2 (7/.064") earth wire complete to working orderexcluding conduit/casing

L.ft. 429.00

V 93 Supplying and wiring 2 x 25mm2 PVC/PVC/Cu cable + 16 mm2

earth wire complete to working order excluding conduit/casing.L.ft. 421.00

V 94 Supplying and wiring 4 x 25mm2 PVC/PVC/Cu cable + 16 mm2

earth wire complete to working order excluding conduit/casing.L.ft. 707.00

V 95 Supplying and wiring 4 x 35mm2 PVC/PVC/Cu cable + 16 mm2

earth wire complete to working order excluding conduit/casing.L.ft. 863.00

V 96 Supplying and wiring 4 x 95mm2 PVC/PVC/Cu cable + 50 mm2

earth wire complete to working order excluding conduit/casing.L.ft. 2450.00

V 97 Supplying and fixing 2 core flexible (0.5mm2) . L.ft. 14.00

V 98 Supplying and wiring 2.5mm2 (7/.029") earth wire complete toworking order excluding conduit/casing.

L.ft. 13.00

V 99 Supplying and wiring 6 mm2 (7/.044") earth wire complete toworking order excluding conduit/casing.

L.ft. 51.00

Engineering organization, W.P. Page 55 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 100 Supplying and wiring 10 mm2 (7/.052") earth wire complete toworking order excluding conduit/casing.

L.ft. 60.00

V 101 Supplying and wiring 16 mm2 (7/.064") earth wire complete toworking order excluding conduit/casing.

L.ft. 88.00

V 102 Supplying and wiring 1mm2 (1/.044") PVC/PVC/ Cu two wirecomplete to working order excluding conduit/casing.

L.ft. 11.00

V 103 Supplying and wiring 2.5mm2 ((7/.029") PVC/PVC Cu two wirecomplete to working order excluding conduit/casing.

L.ft. 27.00

V 104 Supplying and wiring with 4mm2 (7/.036") PVC/PVC/Cu twowire complete to working order excluding conduit/casing.

L.ft. 34.00

V 105 Supplying and wiring with 2 x 4mm2 (7/.036") PVC/PVC/Cucable+4mm2(7/.036) earth wire complete to working orderexcluding conduit/casing.

L.ft. 80.00

V 106 Supplying and wiring with 4 x 4mm2 (7/.036") PVC/PVC/Cucable+4mm2(7/.036) earth wire complete to working orderexcluding conduit/casing.

L.ft. 135.00

V 107 Supplying and wiring with 2 x 2.5mm2(7/.029") PVC/PVC/Cucable+2.5mm2(7/.036) earth wire complete to working orderexcluding conduit/casing.

L.ft. 55.00

V 108 Supply and wiring 2 x 6mm2(7/044) PVC/PVC/CU Cablecomplete to working order excluding conduit & casing

L.ft. 100.00

Note:

Supply, install and wire with enclosure the following makes :

Cabtree, F & G, Genuine, Merlin & Gerin, Terrasaki,.

V 109 40Amp(30 mA) SP&N RCCB No. 3215.00

V 110 40Amp(100 mA) SP&N RCCB No. 3475.00

V 111 60Amp(30 mA) SP&N RCCB No. 4675.00

V 112 60Amp(100 mA) SP&N RCCB No. 5800.00

V 113 40Amp(30 mA) TP&N RCCB No. 4590.00

V 114 40Amp(100 mA) TP&N RCCB No. 4590.00

V 115 60Amp(30 mA) TP&N RCCB No. 7945.00

V 116 60Amp(100 mA) TP&N RCCB No. 7955.00

V 117 Main switch 30 Amp SP&N No. 1245.00

V 118 MCB SP (Single Pole) 6-40 Amp No. 737.00

Engineering organization, W.P. Page 56 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 119 MCB SP 50-100 Amp No. 3530.00

V 120 MCB DP (Double Pole) 6-40 Amp No. 1730.00

V 121 MCB DP 50-100 Amp No. 1775.00

V 122 MCB TP ( Three Pole) 6-40 Amp No. 3680.00

V 123 MCB TP 50-100 Amp No. 4885.00

V 124 30,40,60,100 Amp Three pole MCCB with metal enclosure No. 12000.00

V 12530,40,60,100 Amp four pole MCCB (25KA) with metalenclosure

No. 16250.00

V 126 30,40,60,100Amp Three pole MCCB without enclosure No. 9600.00

V 12730,40,60,100Amp Three pole MCCB (25 Ka) without enclosure No. 13900.00

V 128 30 Amp TP&N main switch No. 4950.00

V 129 60 Amp TP&N main switch No. 8840.00

V 130 D'Bracket complete set (small size) No. 127.00

V 131Supplying and fixing 30 A T.P.N. isolator complete to workingorder with enclosure.

No. 2255.00

V 132Supplying and fixing 60 A T.P.N. isolator complete to workingorder with enclosure.

No. 3050.00

V 133Supplying and fixing 100 A T.P.N. isolator complete to workingorder with enclosure.

No. 5130.00

V 134Supplying and fixing 100 A T.P.N. isolator complete to workingorder with enclosure.

No. 1680.00

V 1353/4" - 1" PVC conduits laying in the slab including placingbinding wire to draw through conduits. L.ft.

25.00

V 136 Supplying and fixing 5/8" PVC conduit including clips. L.ft. 16.00

V 137 Supplying and fixing 3/4" PVC conduit including clips. L.ft. 17.00

V 138 Supplying and fixing 1" PVC conduit including clips. L.ft. 18.00

V 139 Supplying and fixing 3" dia. PVC type 400 pipe including clips. L.ft. 210.00

V 140Supplying and fixing 1 1 /2" dia. PVC type 400 pipe includingclips.

L.ft. 55.00

V 141Supplying and fixing 1 1 /4" dia. PVC type 400 pipe includingclips.

L.ft. 50.00

V 142 Supplying and fixing 3/4" dia. PVC conduit bend No. 22.00

V 143 Supplying and fixing 1" dia. PVC conduit bend No. 26.00

Engineering organization, W.P. Page 57 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 144 Supplying and fixing 1 1/2" dia. PVC conduit bend No. 65.00

V 145 Supplying and fixing 1 1/4" dia. PVC conduit bend No. 45.00

V 146 Supplying and fixing 2" dia. PVC conduit bend No. 95.00

V 147 Supplying and fixing 1 1/4" dia. PVC conduit pipe L.ft. 41.00

V 148 Supplying and fixing 1 1/2" dia. PVC conduit pipe L.ft. 58.00

V 149 Supplying and fixing 2" dia. PVC conduit pipe L.ft. 66.00

V 150 Supplying and fixing 1" dia. PVC conduit pipe L.ft. 15.00

V 151 Supplying and fixing 3/4" or 1" PVC conduit junction box. No. 24.00

V 152 Supplying and fixing 1" PVC casing L.ft. 20.00

V 153 Supplying and fixing 1 1/4" PVC casing L.ft. 24.00

V 154 Supplying and fixing 1 1/2" PVC casing L.ft. 28.00

V 155 Supplying and fixing 2" PVC casing L.ft. 38.00

V 156 Supplying and fixing 2"x 2: box casing. PVC casing L.ft. 65.00

V 157Supply and install complete "D" shape bracket includinginsulator, Nuts, bolts ect. fixed to working order.

Per Set 214.00

V 158

Supply and install 2" x 2" x 6mm "L" Iron, including drilling12mm holes, 10mm G.I. bolt, and application ofanticorrosive paint all complete to working order.

L.ft. 220.00

V 159Supply and install Recessed type ceiling lights with louvered

mirror type, florescent lamp fitting with

(a) 2'-0" x 1'0"- 2 no 20 watts fluorescent lamps No. 2880.00

(b) 2'-0" x 2'0"- 4 no 20 watts fluorescent lamps No. 3410.00

(c) 2'-0" x 1'0"- 4 no 20 watts fluorescent lamps No. 4530.00

(d) 4'-0" x 1'0"- 2 no 40 watts fluorescent lamps No. 3580.00

(e) 4'-0" x 1'0"- 3 no 40 watts fluorescent lamps No. 5340.00

(f) 4'-0" x 4'0"- 4 no 40 watts fluorescent lamps No. 5985.00

V 160 Supply and installation and connection of 25 x 3mm copper tapewith necessary accessories. Rate shall include for connection ofboth ends with brass.

L.ft. 475.00

V 161 Supply and installation and connection of 30A - 60A three phasewith powder coated locable bus bar box including neutral bar andearth bar.

No. 6340.00

Engineering organization, W.P. Page 58 BSR 2010

ITEM DESCRIPTION UNIT RATE

V 162 Supply and installation and connection of 100A - 125A threephase with powder coated locable bus bar box including neutralbar and earth bar.

No. 9225.00

V 163 Supply and installation and connection of 30A - 60A single phasewith powder coated locable bus bar box including neutral bar andearth bar.

No. 4630.00

V 164 Testing of the electrical installation and submission of certificatefrom a chartered Electrical Engineer registerd at CEB.

Item 9000.00

W - METAL WORK

Note:

Aluminium doors, windows and partitions shall confirm to thefollowing requirements:

1 Aluminium alloy should confirm to- BS 1474:1972 Surfacetreatment shall confirm to BS 1615 and BS 3987

2 Anodized coating thickness should be 15 +/- 5 microns

3 Minimum section thickness 1.6mm door frame , 1.5 mmwindow frame and 1.2 mm partition.

4

Most of the aluminium extrusions available in the LocalMarket are being manufactured in Sri Lanka by thefollowing leading companies and both companies arechanging the extrusion profiles and thicknesses from time totime. Hence it has become very difficult t o specify standardsection sizes that are to be used for door /window frames andsash members. Hence the rates given herein are based on therecommended minimum sizes and thicknesses and profiles asper their hand books published by M/S ALUMAX (PVT)LTD and by M/S LANKA ALUMINIUM INDUSTRIESLTD and M/S HEMALCO LTD.

5 At the time of bidding, all the Bidders shall specifically berequested to submit the following information.

(a) The specifications and thickness of Aluminium extrusionsbidder proposes to use on the works.

(b) Full size cross sections

(c)Documentary evidence from the Profile Manufacture to theeffect that the proposed profile will serve for the intendedpurpose.

(d) A Manufacturer's test certificate be produced as evidence thatthe powder coating is of required thickness.

Engineering organization, W.P. Page 59 BSR 2010

ITEM DESCRIPTION UNIT RATE

6 Physical properties :-

(a) Minimum tensile strength 150 Mpa

(b) Elongation 7%

7 All screws should be stainless steel

8 But hinges and bar type hinges should be Aluminium orStainless Steel.

9The item descriptions should be read along with the annexed detail drawings. Drawing no:- AR/TYPE PLAN/DOORS & WINDOWS/2010.07.07/DETAIL 1 - 18 ( Sheet 1 - 18 )

100Door-1.6mm thick, 70 Casement-1.5 mmthick, 80 Sliding-1.5mm thick, 76 Partition 1.2mm thick Shop drawing should be provided prior to fabrication.

10The rates and hence the item description shall include 5mmthick Tinted glass, Neoprene gasket, pop revets, Rawl plugs,Screws, Aluminium cleats etc.

11 The rates given herein are for Natural aluminium profiles.

12For powder coated aluminium profiles (minimum powdercoating thickness of 40 + 5 microns) the rates shall beincreased by 15%.

13 For Bronze anodized aluminium profiles, the rates shall beincreased by 5%.

Doors

W 01 Openable Single Sash Door (Aluminium Composite Panel &Glazed ) with Louvers on Top

Natural aluminium single sash butt hinged openable door withmiddle rail and louvers on top , panelling with two layers of 4mmthick aluminium composite panel on both side and glazed with5mm thick tinted glass panes, neoprene and woold beading,gaskets, pop rivots, threaded bar with nut and approved qualitylock, butt hinges, door handle with cap nut. As per the members ,sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 02 - D1

Sq.ft. 1,315.00

Engineering organization, W.P. Page 60 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 02 Openable Single Sash Door (Aluminium Composite Panel &Glazed ) with Fixed Glass on TopNatural aluminium single sash butt hinged openable door withmiddle rail and fixed glass on top , panelling with two layers of4mm thick aluminium composite panel on both side and glazedwith 5mm thick tinted glass panes, neoprene and woold beading,gaskets, pop rivots, threaded bar with nut and approved qualitylock, butt hinges, door handle with cap nut. As per the members ,sizes and details given in Drawing No:- AR/TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 02 - D2

Sq.ft. 1,230.00

W 03 Openable Single Sash Door (Aluminium Composite Panel &Glazed )Natural aluminium single sash butt hinged openable door withmiddle rail , panelling with two layers of 4mm thick aluminiumcomposite panel on both side and glazed with 5mm thick tintedglass panes, neoprene and woold beading, gaskets, pop rivots,threaded bar with nut and approved quality lock, butt hinges, doorhandle with cap nut. As per the members , sizes and details givenin Drawing No:- AR/TYPE PLAN/DOORS &WINDOWS/2010.07.07/ DETAIL 02 - D3

Sq.ft. 1,330.00

W 04 Openable Single Sash Door (Fully Glazed ) with Louvers onTopNatural aluminium single sash butt hinged openable door withmiddle rail and louvers on top , glazed with 5mm thick tintedglass panes, neoprene and woold beading, gaskets, pop rivots,threaded bar with nut and approved quality lock, butt hinges, doorhandle with cap nut. As per the members , sizes and details givenin Drawing No:- AR/TYPE PLAN/DOORS &WINDOWS/2010.07.07/ DETAIL 03 - D4

Sq.ft. 930.00

W 05 Openable Single Sash Door (Fully Glazed ) with Fixed Glasson TopNatural aluminium single sash butt hinged openable door withmiddle rail and fixed glass on top , glazed with 5mm thick tintedglass panes, neoprene and woold beading, gaskets, pop rivots,threaded bar with nut and approved quality lock, butt hinges, doorhandle with cap nut. As per the members , sizes and details givenin Drawing No:- AR/TYPE PLAN/DOORS &WINDOWS/2010.07.07/ DETAIL 03 - D5

Sq.ft. 845.00

W 06 Openable Single Sash Door ( Fully Glazed )

Engineering organization, W.P. Page 61 BSR 2010

ITEM DESCRIPTION UNIT RATE

Natural aluminium single sash butt hinged openable door withmiddle rail and glazed with 5mm thick tinted glass panes,neoprene and woold beading, gaskets, pop rivots, threaded barwith nut and approved quality lock, butt hinges, door handle withcap nut. As per the members , sizes and details given in Drawing No:- AR/TYPE PLAN/DOORS & WINDOWS/ 2010.07.07/DETAIL 03 - D6

Sq.ft. 860.00

W 07 Openable Single Sash Door ( Fully panelled with AluminiumComposite Panel )

Natural aluminium single sash butt hinged openable door withmiddle rail and fully panelling with two layers of 4mm thickaluminium composite panel on both side, neoprene and wooldbeading, gaskets, pop rivots, threaded bar with nut and approvedquality lock, butt hinges, door handle with cap nut. As per themembers , sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 04 - D7 &D8

Sq.ft. 1,795.00

W 08 Sliding Single Sash Door (Aluminium Composite Panel &Glazed )

Natural aluminium single sash sliding door with middle rail ,panelling with two layers of 4mm thick aluminium compositepanel on both side and glazed with 5mm thick tinted glass panes,neoprene and woold beading, gaskets, pop rivots, threaded barwith nut roller, flush bolt and approved quality lock , door handlewith cap nut. As per the members , sizes and details given inDrawing No:- AR/TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 05 - D9

Sq.ft. 1,160.00

W 09 Sliding Single Sash Door ( Fully Glazed )

Natural aluminium single sash fully glazed sliding door withmiddle rail , glazed with 5mm thick tinted glass panes, neopreneand woold beading, gaskets, pop rivots, threaded bar with nutroller, flush bolt and approved quality lock , door handle with capnut. As per the members , sizes and details given in Drawing No:- AR/TYPE PLAN/DOORS & WINDOWS/ 2010.07.07/DETAIL 05 - D10

Sq.ft. 620.00

W 10 Sliding Single Sash Door ( Fully panelled with AluminiumComposite Panel )

Natural aluminium single sash sliding door with middle rail , fullypanelling with two layers of 4mm thick aluminium compositepanel on both side, neoprene and woold beading, gaskets, poprivots, threaded bar with nut roller, flush bolt and approvedquality lock , door handle with cap nut. As per the members ,sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 05 - D11

Sq.ft. 1,695.00

Engineering organization, W.P. Page 62 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 11 Openable Double Sash Door (Aluminium Composite Panel &Glazed ) with Fixed Glass on Top

Natural aluminium double sash butt hinged openable door withmiddle rail and fixed glass on top , panelling with two layers of4mm thick aluminium composite panel on both side and glazedwith 5mm thick tinted glass panes, neoprene and woold beading,gaskets, pop rivots, threaded bar with nut and approved qualitylock, butt hinges, door handle with cap nut. As per the members ,sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 06 - D12

Sq.ft. 1,295.00

W 12 Openable Double Sash Door (Aluminium Composite Panel &Glazed ) with Louvers on Top

Natural aluminium double sash butt hinged openable door withmiddle rail and louvers on top , panelling with two layers of 4mmthick aluminium composite panel on both side and glazed with5mm thick tinted glass panes, neoprene and woold beading,gaskets, pop rivots, threaded bar with nut and approved qualitylock, butt hinges, door handle with cap nut. As per the members ,sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 06 - D13

Sq.ft. 1,320.00

W 13 Openable Double Sash Door (Aluminium Composite Panel &Glazed )

Natural aluminium double sash butt hinged openable door withmiddle rail , panelling with two layers of 4mm thick aluminiumcomposite panel on both side and glazed with 5mm thick tintedglass panes, neoprene and woold beading, gaskets, pop rivots,threaded bar with nut and approved quality lock, butt hinges, doorhandle with cap nut. As per the members , sizes and details givenin Drawing No:- AR/TYPE PLAN/DOORS &WINDOWS/2010.07.07/ DETAIL 06 - D14

Sq.ft. 1,390.00

W 14 Openable Double Sash Door (Fully Glazed ) with Fixed Glasson Top

Natural aluminium double sash butt hinged openable door withmiddle rail and fixed glass on top , fully glazed with 5mm thicktinted glass panes, neoprene and woold beading, gaskets, poprivots, threaded bar with nut and approved quality lock, butthinges, door handle with cap nut. As per the members , sizes anddetails given in Drawing No:- AR/TYPE PLAN/DOORS &WINDOWS/2010.07.07/ DETAIL 07 - D15

Sq.ft. 840.00

Engineering organization, W.P. Page 63 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 15 Openable Double Sash Door (Fully Glazed ) with Louvers onTop

Natural aluminium double sash butt hinged openable door withmiddle rail and louvers on top , fully glazed with 5mm thick tintedglass panes, neoprene and woold beading, gaskets, pop rivots,threaded bar with nut and approved quality lock, butt hinges, doorhandle with cap nut. As per the members , sizes and details givenin Drawing No:- AR/TYPE PLAN/DOORS &WINDOWS/2010.07.07/DETAIL 07 - D16

Sq.ft. 905.00

W 16 Openable double Sash Door ( Fully Glazed )

Natural aluminium double sash butt hinged openable door withmiddle rail and fully glazed with 5mm thick tinted glass panes,neoprene and woold beading, gaskets, pop rivots, threaded barwith nut and approved quality lock, butt hinges, door handle withcap nut. As per the members , sizes and details given in Drawing No:- AR/TYPE PLAN/DOORS & WINDOWS/2010.07.07/DETAIL 07 - D17

Sq.ft. 885.00

W 17 Sliding Double Sash Door (Aluminium Composite Panel &Glazed )

Natural aluminium double sash sliding door with middle rail ,panelling with two layers of 4mm thick aluminium compositepanel on both side and glazed with 5mm thick tinted glass panes,neoprene and woold beading, gaskets, pop rivots, threaded barwith nut roller, flush bolt and approved quality lock , door handlewith cap nut. As per the members , sizes and details given inDrawing No:- AR/TYPE PLAN/DOORS & WINDOWS/2010.07.07/DETAIL 08 - D18

Sq.ft. 1150.00

W 18 Sliding Double Sash Door ( Fully Glazed ) with Fixed Glass onTop

Natural aluminium double sash fully glazed sliding door withmiddle rail , fully glazed with 5mm thick tinted glass panes,neoprene and woold beading, gaskets, pop rivots, threaded barwith nut roller, flush bolt and approved quality lock , door handlewith cap nut. As per the members , sizes and details given inDrawing No:- AR/TYPE PLAN/DOORS & WINDOWS/2010.07.07/DETAIL 08 - D19

Sq.ft. 590.00

Engineering organization, W.P. Page 64 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 19 Openable Single Sash Door for Toilets ( with AluminiumSheet )Natural aluminium single sash butt hinged openable door withmiddle rail and gauge 24 aluminium sheet, neoprene and wooldbeading, gaskets, pop rivots, threaded bar with nut and approvedquality lock, butt hinges, door handle with cap nut. As per themembers , sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 04 - D20

Sq.ft. 650.00

Windows

W 20 Casement Window with Louvers on Top ( 1 Bay )

Natural aluminium casement window single sash with louvers ontop, consisting of 5mm thick glass panes, casement lock, pullrings , screws, pop rivots, gaskets, door hinge, weather stripetc.As per the members , sizes and details given in Drawing No:-AR/TYPE PLAN/DOORS & WINDOWS/ 2010.07.07/DETAIL09 - W1

Sq.ft. 1120.00

W 21 Casement Window with Fixed Glass on Top ( 1 Bay )

Natural aluminium casement window single sash with fixed glasson top, consisting of 5mm thick glass panes, casement lock,screws, pop rivots, gaskets, door hinge, weather strip etc.As perthe members , sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 09 - W2

Sq.ft. 1055.00

W 22 Casement Window ( 1 Bay )

Natural aluminium casement window single sash , consisting of5mm thick glass panes, casement lock, screws, pop rivots,gaskets, door hinge, weather strip etc.As per the members , sizesand details given in Drawing No:- AR/TYPE PLAN/ DOORS &WINDOWS/2010.07.07/DETAIL 09 - W3

Sq.ft. 1,025.00

W 23 Casement Window with Louvers on Top ( 2 Bays )

Natural aluminium casement window double sash with louvers ontop, consisting of 5mm thick glass panes, casement lock, screws,pop rivots, gaskets, door hinge, weather strip etc.As per themembers , sizes and details given in Drawing No:- AR/TYPEPLAN/ DOORS & WINDOWS/2010.07.07/ DETAIL 10 - W4

Sq.ft. 990.00

Engineering organization, W.P. Page 65 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 24 Casement Window with Fixed Glass on Top ( 2 Bays )

Natural aluminium casement window double sash with fixed glasson top, consisting of 5mm thick glass panes, casement lock,screws, pop rivots, gaskets, door hinge, weather strip etc.As perthe members , sizes and details given in Drawing No:- AR/TYPEPLAN/ DOORS & WINDOWS/2010.07.07/ DETAIL 10 - W5

Sq.ft. 910.00

W 25 Casement Window ( 2 Bays )

Natural aluminium casement window double sash , consisting of5mm thick glass panes, casement lock, screws, pop rivots,gaskets, door hinge, weather strip etc. As per the members , sizesand details given in Drawing No:- AR/TYPE PLAN/ DOORS &WINDOWS/2010.07.07/ DETAIL 10 - W6

Sq.ft. 890.00

W 26 Sliding Window with Louvers on Top ( 2 Bays )

Natural aluminium sliding window with louvers on top consistingof 5mm thick glass panes , lock, roller, screws, gaskets, nut felt,pop rivots, cap, plastic guide etc. As per the members , sizes anddetails given in Drawing No:- AR/TYPE PLAN/DOORS &WINDOWS/ 2010.07.07/ DETAIL 11 - W7

Sq.ft. 905.00

W 27 Sliding Window with Fixed Glass on Top ( 2 Bays )

Natural aluminium sliding window with fixed glass on topconsisting of 5mm thick glass panes , lock, roller, screws,gaskets, nut felt, pop rivots, cap, plastic guide etc. As per themembers , sizes and details given in Drawing No:- AR/TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 11 - W8

Sq.ft. 815.00

W 28 Sliding Window ( 2 Bays )

Natural aluminium sliding window ,consisting of 5mm thick glasspanes , lock, roller, screws, gaskets, nut felt, pop rivots, cap,plastic guide etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/ DOORS & WINDOWS/2010.07.07/ DETAIL 11 - W9

Sq.ft. 730.00

W 29 Casement Window with Louvers on Top ( 3 Bays )

Natural aluminium casement window with louvers on top,consisting of 5mm thick glass panes, casement lock, screws, poprivots, gaskets, door hinge, weather strip etc.As per the members ,sizes and details given in Drawing No:- AR/ TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 12 - W10

Sq.ft. 985.00

Engineering organization, W.P. Page 66 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 30 Casement Window with Fixed Glass on Top ( 3 Bays )

Natural aluminium casement window with fixed glass on top,consisting of 5mm thick glass panes, casement lock, screws, poprivots, gaskets, door hinge, weather strip etc.As per the members ,sizes and details given in Drawing No:- AR/ TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 12 - W11

Sq.ft. 895.00

W 31 Casement Window ( 3 Bays )

Natural aluminium casement window, consisting of 5mm thickglass panes, casement lock, screws, pop rivots, gaskets, doorhinge, weather strip etc. As per the members , sizes and detailsgiven in Drawing No:- AR/ TYPE PLAN/DOORS &WINDOWS/ 2010.07.07/ DETAIL 12 - W12

Sq.ft. 865.00

W 32 Sliding Window with Louvers on Top ( 3 Bays )

Natural aluminium sliding window with louvers on top consistingof 5mm thick glass panes , lock, roller, screws, gaskets, nut felt,pop rivots, cap, plastic guide etc. As per the members , sizes anddetails given in Drawing No:- AR/ TYPE PLAN/DOORS &WINDOWS/ 2010.07.07/ DETAIL 13 - W13

Sq.ft. 870.00

W 33 Sliding Window with Fixed Glass on Top ( 3 Bays )

Natural aluminium sliding window with fixed glass on topconsisting of 5mm thick glass panes , lock, roller, screws,gaskets, nut felt, pop rivots, cap, plastic guide etc. As per themembers , sizes and details given in Drawing No:- AR/ TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 13 - W14

Sq.ft. 840.00

W 34 Sliding Window ( 3 Bays )

Natural aluminium sliding window ,consisting of 5mm thick glasspanes , lock, roller, screws, gaskets, nut felt, pop rivots, cap,plastic guide etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 13 - W15

Sq.ft. 815.00

Engineering organization, W.P. Page 67 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 35 Top Hung Casement Window with Fixed Louvers on Top &Fixed Glass at Bottom (3 Bays )

Natural aluminium top hung casement window with fixed glasson top and fixed glass at bottom, consisting of 5mm thick glasspanes, casement lock, screws, pop rivots, gaskets, door hinge,weather strip etc.As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 14 - W16

Sq.ft. 1,030.00

W 36 Top Hung Casement Window with Fixed Louvers on Top &Fixed Glass at Bottom (2 Bays )

Natural aluminium top hung casement window with fixed glasson top and fixed glass at bottom, consisting of 5mm thick glasspanes, casement lock, screws, pop rivots, gaskets, door hinge,weather strip etc.As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 14 - W17

Sq.ft. 1,000.00

W 37 Casement Window with Louvers on Top ( 4 Bays )

Natural aluminium casement window with louvers on top,consisting of 5mm thick glass panes, casement lock, screws, poprivots, gaskets, door hinge, weather strip etc.As per the members ,sizes and details given in Drawing No:- AR/ TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 15 - W18

Sq.ft. 860.00

W 38 Casement Window with Fixed Glass on Top ( 4 Bays )

Natural aluminium casement window with fixed glass on top,consisting of 5mm thick glass panes, casement lock, screws, poprivots, gaskets, door hinge, weather strip etc.As per the members ,sizes and details given in Drawing No:- AR/ TYPEPLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 15 - W19

Sq.ft. 735.00

W 39 Louver Panel 1

Natural aluminium framed lovers, consisting of screws, poprivots, etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 16 - W20

Sq.ft. 685.00

W 40 Louver Panel 2

Natural aluminium framed lovers, consisting of screws, poprivots, etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 16 - W21

Sq.ft. 555.00

Engineering organization, W.P. Page 68 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 41 Top Hung Fanlight with Lover panel on top

Natural aluminium top hung type fanlight with louver on topconsisting of locks, screws, pop rivots, gaskets, door hinge,weather strip etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 17 - FL1

Sq.ft. 1,290.00

W 42 Top Hung Fanlight with Fixed Glass on top

Natural aluminium top hung type fanlight with fixed glass on topconsisting of locks, screws, pop rivots, gaskets, door hinge,weather strip etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 17 - FL2

Sq.ft. 1,165.00

W 43 Centre Pivot Fanlight with Lover panel on top

Natural aluminium centre pivot type fanlight with louver on topconsisting of locks, screws, pop rivots, gaskets, door hinge,weather strip etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 17 - FL3

Sq.ft. 1,370.00

W 44 Top Hung Fanlight with Fixed Glass on top

Natural aluminium centre pivot type fanlight with fixed glass ontop consisting of locks, screws, pop rivots, gaskets, door hinge,weather strip etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 17 - FL4

Sq.ft. 1,200.00

W 45 Top Hung Fanlight ( 3 bays )

Natural aluminium top hung type fanlight 3 bays, consisting oflocks, screws, pop rivots, gaskets, door hinge, weather strip etc.As per the members , sizes and details given in Drawing No:- AR/TYPE PLAN/DOORS & WINDOWS/ 2010.07.07/ DETAIL 18 -FL5

Sq.ft. 740.00

W 46 Top Hung Fanlight ( 2 Bays + 1 Bay )

Natural aluminium top hung type fanlight 2 bays + 1 bay,consisting of locks, screws, pop rivots, gaskets, door hinge,weather strip etc. As per the members , sizes and details given inDrawing No:- AR/ TYPE PLAN/DOORS & WINDOWS/2010.07.07/ DETAIL 18 - FL6

Sq.ft. 755

Fixed Glazed Window

W 47 Natural aluminium fixed glaxed window with 5mm thick tintedglazed and screws, pop rivots, gasket and wool felt etc.

Sq.ft. 550.00

Engineering organization, W.P. Page 69 BSR 2010

ITEM DESCRIPTION UNIT RATE

Fully Board Partition with Emboss Decorative Plywood

W 48 Natural aluminium partition frame top and bottom with 2.5mmthick emboss laminated plywood boarding both side kept back toback ( Total thickness 5mm ) with necessary pop rivots, gasketand GI channels & etc. work complete in order.

Sq.ft. 260.00

W 49 Natural aluminium partition frame top and bottom with 3mmthick emboss decorative plywood boarding both side kept back toback ( Total thickness 6mm ) with necessary pop rivots, gasketand GI channels & etc. work complete in order.

Sq.ft. 275.00

Full Board Partition with Aluminium Composite Panel

W 50 Natural aluminium partition frame top and bottom with 4mmthick pvdf coated aluminium composite both side kept back toback ( Total thickness 8mm ) with necessary pop rivots, gasketand GI channels & etc. work complete in order.

Sq.ft. 1870.00

W 51 Natural aluminium partition frame top and bottom with 4mmthick polyester coated aluminium composite both side kept backto back ( Total thickness 8mm ) with necessary pop rivots, gasketand GI channels & etc. work complete in order.

Sq.ft. 800.00

Glazed & Board Partition with Emboss Decorative Plywood& 5mm Tinted Glass

W 52 Natural aluminium partition frame top part with 5mm thick tintedglass and bottom part with 2.5mm thick emboss laminatedplywood boarding both side kept back to back ( Total thickness5mm ) with necessary pop rivots, gasket and GI channels & etc.work complete in order.

Sq.ft. 350.00

W 53 Natural aluminium partition frame top part with 5mm thick tintedglass and bottom part with 3mm thick emboss decorativeplywood boarding both side kept back to back ( Total thickness6mm ) with necessary pop rivots, gasket and GI channels & etc.work complete in order.

Sq.ft. 360.00

W 54 Natural aluminium partition frame top & bottom part with2.5mm thick emboss laminated plywood boarding both side keptback to back ( Total thickness 5mm ) and middle part with 5mmthick tinted glass with necessary pop rivots, gasket and GIchannels & etc. work complete in order.

Sq.ft. 320.00

W 55 Natural aluminium partition frame top & bottom part with 3mmthick emboss decorative plywood boarding both side kept back toback ( Total thickness 6mm ) and middle part with 5mm thicktinted glass with necessary pop rivots, gasket and GI channels &etc. work complete in order.

Sq.ft. 330.00

Engineering organization, W.P. Page 70 BSR 2010

ITEM DESCRIPTION UNIT RATE

Fully Glazed Partition with 5mm Tinted Glass

W 56 Natural aluminium partition frame top and bottom with 5mmthick tinted glass with necessary pop rivots, gasket & etc. workcomplete in order.

Sq.ft. 360.00

Gypsum Board Partition

W 57 Fabricating and installing gypsum board partitioning withnecessary GI channel member frame work fixed on to wall andfloors and 9mm thick gypsum board fixed to both sides of theframe work all completed with board joints taped and finishedwith gypsum compound to get wall finish. Rate to include forapplying one coat of Acrylic filler to boards.

Sq.ft. 315.00

Door Pull Handle

W 58 Supplying and fixing " Hexzagon type "stainless steel door pullhandle fixed complete to working order.(12" )

No. 3650.00

Door closer

W 59 Supplying & fixing of heavy duty door closer of approved quality( "Union" brand or equivalent ) and fixing to doors including allconnecting works and making good after completion. (GuaranteeCard from the local agent should be provided prior to installation)

No. 5685.00

CEINING

W 60 Supply and installation of Concealed type metal false ceiling of600mm x 600mm out of 0.5mm average thickness epoxy powderpainted steel sheets ( Paint film thickness of average 80 microns )suspended to the roof frame work with hot dip galvanized " T "bars of 14mm x 38mm and wall angles of 19mm x 24mmsuspended with 4mm dia. galvanized hanger rods.

Sq.ft. 400.00

W 61 Supply and installation of Exposed grid type metal false ceilingof 600mm x 600mm out of 0.5mm average thickness epoxypowder painted steel sheets ( Paint film thickness of average 80microns ) suspended to the roof frame work with hot dipgalvanized " T " bars of 14mm x 38mm and wall angles of 19mmx 24mm suspended with 4mm dia. galvanized hanger rods.

Sq.ft. 375.00

Engineering organization, W.P. Page 71 BSR 2010

ITEM DESCRIPTION UNIT RATE

IRON GRILL

W 62 Welded, Diamond shaped Iron grill, consisting 20mm x 6mm flat iron frame, 6mm dia M.S. rods at 3" centers to form 3"x6"diamond shape grill Rate shall include for fixing with No.10, 1"counter sunk iron screws and applying two coats of anti-Corrosive paint. (Based on 2'-0"x4'-0" area)

Sq.ft. 330.00

W 63 Welded, Diamond shaped Iron grill, consisting 20mm x 5mm flat iron frame, 5mm dia M.S. rods at 3" centers to form 3"x6"diamond shape grill Rate shall include for fixing with No.10, 1"counter sunk iron screws and applying two coats of anti-Corrosive paint. (Based on 2'-0"x4'-0" area)

Sq.ft. 275.00

W 64 Welded Diamond shaped iron grill, consisting 20mm x 6mm flat iron frame without joints, 20mm x 6mm mullions without joints,20mm x 6mm isolated mid rails, 6mm dia. M.S. rods welded toform 3" x 6" diamond shaped isolated paneles. Rate shall includefor fixing with No.10, 1" counter sunk iron screws and applyingtwo coats of anti- Corrosive paint. (Based on 9'-0"x6'-0" area)

Sq.ft. 240.00

W 65 Welded Diamond shaped iron grill, consisting 20mm x 5mm flat iron frame without joints, 20mm x 5mm mullions withoutjoints, 20mm x 5mm isolated mid rails,5mm dia. M.S. rodswelded to form 3"x6" diamond shaped isolated paneles. Rate shallinclude for fixing with No.10, 1" counter sunk iron screws andapplying two coats of anti- Corrosive paint. (Based on 9'-0"x6'-0" area)

Sq.ft. 190.00

W 66 Mild steel door 3'-0"x9"-0" high overall with 2'-3" high Iron grillon top consisting 1 1/2"x1 1/2"x4mm thick angle Iron doorframe, 1/4" dia. mild steel grill on top (3"x6" diamond shape),1"x1" M.S. Hollow section outer frame in sash with 2 No.1"x1"x 3mm thick angle iron mid rail at 3'-0" hight, sheet gage22 G.I. bottom panell, 6mm dia. mild steel rod grill on top panell, (3"x6" diamond shape)fix complete with 3No. 4"x4" M-S ButtHinges tower bolt and Hasp and plate. Rate shall include forapplying two coats of anti-Corrosive paint.

Sq.ft. 570.00

W 67 Welded Diamond shaped iron grill, consisting 1" x 1" x 3mmangle iron frame 20mm x 6mm Mullions at 2'-0" centres.6mm dia. MS rods welded together to form 3" x 6" Diamond shapegrill. Rate shall include for fixing with No.10, 1" counter sunkiron screws and applying two coats of anti-corrosive paint.

Sq.ft. 380.00

W 68 Welded Diamond shaped iron grill, consisting 1" x 1" x 3mmangle iron frame 20mm x 5mm Mullions at 2'-0" centres.5mm dia. MS rods welded together to form 3" x 6" Diamond shapegrill. Rate shall include for fixing with No.10, 1" counter sunkiron screws and applying two coats of anti-corrosive paint.

Sq.ft. 345.00

Engineering organization, W.P. Page 72 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 69 Welded Iron grill of rectangular pattern , consisting of a flat Ironframe of 25mm x 6mm with out intermediate joints, 2 nos of25mm x 6mm horizontal members , 12mm dia. M.S. round barsas vertical members @ 4" c/c , vertical round bars to be drilledthrough horizontal flat Irons, fixed complete with counter sunkscrews and rawl plugs to the masonry opening or timber. Rateshall include for applying two coats of anti-corrosive paint andtwo coats of enamal paint. ( for window openings of size 4'-0" x2'-0" ). Details as per the Drawing No:- AR/DETAILDRG/2010/01/10 & Sheet No. 05

Sq.ft. 560.00

COLLAPSIBLE DOOR

W 70 Fabricating and Installation of open type collapsible Iron doorconsisting with 20mm x 6mm flat iron codling cover andnecessary screws, etc.. Rate shall include for applying two coatsof anti-corrosive paint.

Sq.ft. 1100.00

ROLLER SHUTTERS & ROLLER DOORS

W 71 Supply and fixing natural aluminium roller shutter consistingaluminium slats to the thickness of 1.2mm, centre bar, pulleys,side plate with the racers, fabricating the mechanical box withM.S. square tubes and covering the box and fixing on site withthe bottom bars and necessary U channels. ( Approx. Size: 10'-6"width x 9'-8" high )

Sq.ft. 625.00

W 72 Supply and fixing powder coated zink alum roller doorsconsisting heavy duty powder coated aluminium slats bearing athickness of 1.2mm and height of the slat to be 83mm, centre bar,pulleys, springs, dust seal, nylon strip, side plate with the racers& work complete in order.

Sq.ft. 625.00

W 73 Supply and fixing the motor with two remotes for the rollershutter & roller door.

Item 32400.00

MILD STEEL BALUSTRADE

W 74 Supplying , fabricating & fixing mild steel and timber handrail, consisting of 16mm M.S. round bars @ 4" c/c asvertical members fixed to steps with the 8" x 1 1/2" x 1/2"thick M.S. plate connecting with 2 nos of 10mm anchorbolts, 4" x 2" approved timber rail fixed to 30mm x 6mmflat iron aling to the stair & 20mm x 6mm flat iron as thehorizontal members to connecting the two vertical membersfinished smooth and work complete in order with necessarynuts & bolts. Rate Shall include for applying two coats ofanti-corrosive paint and two coats of enamel paints. Allsizes & details as per Drawing No:- AR/DETAILDRG/2010/01/10 & Sheet No. 03 - Type 1-A

L.ft. 1805.00

Engineering organization, W.P. Page 73 BSR 2010

ITEM DESCRIPTION UNIT RATE

W 75 Supplying , fabricating & fixing mild steel and timber handrail, consisting of 16mm M.S. round bars @ 4" c/c asvertical members fixed to steps with the 8" x 1 1/2" x 1/2"thick M.S. plate connecting with 2 nos of 10mm anchorbolts, 4" x 2" approved timber decorative rail fixed to30mm x 6mm flat iron aling to the stair & 20mm x 6mm flatiron as the horizontal members to connecting the twovertical members finished smooth and work complete inorder with necessary nuts & bolts. Rate Shall include forapplying two coats of anti-corrosive paint and two coats ofenamel paints. All sizes and details as per Drawing No:-AR/DETAIL DRG/2010/01/10 & Sheet No. 03 - Type 1-B

L.ft. 1975.00

W 76 Supplying , fabricating & fixing GI pipe hand rail, consistingof 2" dia. GI pipe as hand rail and 3/4" dia. GI pipes @ 11"c/c as vertical members fixed to steps with the 4" x 1 1/2" x1/2" thick M.S. plate connecting with 2 nos of 10mmanchor bolts, work complete in order with necessary nuts &bolts. Rate Shall include for applying two coats of anti-corrosive paint and two coats of enamel paints. All sizesand details as per Drawing No:- AR/DETAILDRG/2010/01/10 & Sheet No. 04 - Type 2

L.ft. 1690.00

W 77 Supplying , fabricating & fixing GI pipe hand rail top of the9" thick brick wall ( Brick work measured separately )consisting of 2" dia. GI pipe as hand rail and fixed to wallwith 30mm x 6mm flat iron @ 18" c/c work complete inorder. Rate Shall include for applying two coats of anti-corrosive paint and two coats of enamel paints. All sizesand details as per Drawing No:- AR/DETAILDRG/2010/01/10 & Sheet No. 04 - Type 3

L.ft. 650.00

W 78 Fabricate, supply and fix stainless steel pipe hand rail atstaircase comprising 1 1/4" dia. uprights at 1'-0" c/c, 2" dia.top rail and 1" dia. middle rail. Uprights fixed to stepswith 100 x 100 x 8mm thick S.S. base plate with 8mm dia.S.S. nuts and bolts complete as per working order.

L.ft. 3700.00

Y - STRUCTURAL STEEL WORK

Y 01 Supplying and fixing 2" x 2" x 5mm angle iron purling atmaximum spacing of 4'-0" centers upto maximum span of10'-0" including nuts, necessary bolds & washers etc. andapplication of two coats of anti-Corrosive paint.

L.ft. 245.00

Y 02 Supplying and fixing 2 1/2" x 2 1/2" x 5mm angle iron purling atmaximum spacing of 4'-0" centers maximum span of 11'-0" (notless than 10'-0") for a asbestos purling roof without covering tileson top. Rate shall include for necessary nuts, bolds &washers,etc. applying two coats of anti-Corrosive paint.

L.ft. 285.00

Engineering organization, W.P. Page 74 BSR 2010

ITEM DESCRIPTION UNIT RATE

Y 03 Supplying and fixing 3" x 3" x 5mm angle iron purling atmaximum spacing of 4'-0" centers maximum span of 12'-0" (notless than 11'-0") for a asbestos purling roof without covering tiles on top. Rate shall include necessary nuts, olds & washers etc. ,applying two coats of anti -Corrosive paint.

L.ft. 375.00

Y 04 Supplying and fixing 4" x 2" x 6mm channel Iron purlingincluding two coats of anticorrosive paint up to 14'-0" span at4'-0" c/c

L.ft. 532.00

Y 05 Supplying and fixing 5" x 2 1/2" x 6mm chanel Iron purling toexisting Roof frame work , including two coats of anti-corrosivepaint up to 16'-0" span, at 4'-0" c/c.

L.ft. 860.00

Y 06 Supplying and fixing 6" x 3" x 6mm channel Iron purling toexisting Roof frame work , including two coats of anti-corrosivepaint up to 18'-0" span at 4'-0"c/c.

L.ft. 1010.00

Y 07 Supply and fixing double angles welded back to back as sleeperssize 2" x 2" x 6mm ; Rate to include for two coats of anti-corrosive paint and one coat of enamel paint.

L.ft. 550.00

Y 08 Supply and fixing double angles welded back to back as sleeperssize 2 1/2" x 2 1/2" x 6mm ; Rate to include for two coats of anti-corrosive paint and one coat of enamel paint.

L.ft. 650.00

Y 09 Supply and fixing double angles welded back to back as sleeperssize 3" x 3" x 6mm ; Rate to include for two coats of anti-corrosive paint and one coat of enamel paint.

L.ft. 830.00

Mild steel Roof truss

Y 10 Mild steel Roof truss for Calicut tile roofing (Maximum spacing10'-0" ), 20'-0" span centre to centre, 25 pitch maximum and 18pitch minimum with 4'-0" wide eaves at both sides, consisting of 2 No. 2" x 2" x 6mm angles as top and bottom chords. Rate shallinclude for struts and ties, gusset plates, base plates, sole plates,mild steel rag bolts, purling cleats & etc.. fabricating ,transporting , hoisting , fixing in position and applying two coatsof Zinc Phosphate paint, all details as per Drawing no:-WP/TYPE/STR/2010/RT1

No. 45000.00

Y 11 Mild steel Roof truss for Asbestos roofing (Maximum spacing10'-0" ), 6 m (20'-0") span centre to centre, 12 pitch , with 4'-0"wide eaves at both sides, consisting of 2 No. 2" x 2" x 6mmangles as top and bottom chords. Rate shall include for struts andties, gusset plates, base plates, sole plates, mild steel rag bolts,purling cleats & etc.. fabricating , transporting , hoisting , fixingin position and applying two coats of Zinc Phosphate paint, alldetails as per Drawing no:-WP/TYPE/STR/2010/RT2

No. 43000.00

Engineering organization, W.P. Page 75 BSR 2010

ITEM DESCRIPTION UNIT RATE

Y 12 Mild steel Roof truss for Calicut tile roofing(Maximum spacing10'-0") 25'-0", span centre to centre 25 pitch maximum and 18pitch minimum with 4'-0" wide eaves at both sides, consisting of 2 No. 2" x 2" x 6mm angles as top and bottom chords, 1 No. 2" x2" x 6mm angles as struts and ties, 1/4" thick gusset plates, 3/8"thick. base plates, 3/4" dia M.S. Rag bolts of 12" long , 3" x 3" x6mm size 1'-0" long purling cleats at 3'-6" centers and 2" x 2" x16mm thick spacers at 2'-0" centers. Rate shall include forfabricating, transport, hoisting, fixing in position, and applyingtwo coats of Zinc Phosphate paint. As per detail drg. No. 1190school work branch.

No. 49000.00

Y 13 Mild steel Roof truss for Asbestos roofing (Maximum spacing10'-0" ), 7.5 m (25'-0") span centre to centre, 12 pitch , with 4'-0"wide eaves at both sides, consisting of 2 No. 21/2" x 2 1/2" x 6mm angles as top and bottom chords. Rate shallinclude for struts and ties, gusset plates, base plates, sole plates,mild steel rag bolts, purling cleats & etc.. fabricating ,transporting , hoisting , fixing in position and applying two coatsof Zinc Phosphate paint, all details as per Drawing no:-WP/TYPE/STR/2010/RT3

No. 45000.00

Y 14 Mild steel roof truss for Asbestos roofing 9 m (30'-0") span , 12pitch, comprising of 2 No. 65 x 65 x 6mm double angles as topand bottom welded with M.S. Plate of 65 x 65 x 8mm at 600mmintervals, and web member comprising of double angle of sizes 65x 65 x 6mm and 50 x 50 x 6mm connected with 8mm thick mildsteel gusset plate and 10mm thick base plate of 225 x 225 oneither side and 10mm thick vertical gusset plate at the ends,20mm dia. M.S. rag bolts of 400mm long. Rate shall include forfabricating, transport, hoisting, fixing in position, and including 2 coats of Zinc Phosphate paint and two coats of enamel paint. Asper Drawing No. 1732 of School Work Division of Ministry ofEducation

No. 78000.00

Y 15 Mild steel roof truss for Calicut tile roofing 30'-0" span , 25pitch maximum and 18 pitch minimum, consisting of 2 No.2 1/2" x 2 1/2" x 6mm angles as top and bottom chords. Rateshall include for struts and ties, gusset plates, base plates, soleplates, mild steel rag bolts, purling cleats & etc.. fabricating ,transporting , hoisting , fixing in position and applying two coatsof Zinc Phosphate paint, all details as per Drawing no:-WP/TYPE/STR/2010/RT4

No. 82000.00

Steel Scaffolding Set

Y 16 Supplying and erecting steel scaffolding sets. Rate to include fordismantling same after completion of work.

Set per day 80.00

Engineering organization, W.P. Page 76 BSR 2010

ITEM DESCRIPTION UNIT RATE

Zinc Alum Roofing

Y 17 Supplying and fixing zinc aluminium color bond standard ridgecap to existing sheet roof using new fasteners.

L.ft. 310.00

Y 18 Supply and fix proprietary coated zincalum gutter (minimum basemetal thickness of sheet 0.4mm and minimum total thickness0.47mm) complete with end caps, running joints etc. All joints tobe properly connected with an adequate side laps not less than225mm length and with sealant to ensure water tightness alongthe entire length of the gutter and including angle iron gutterbrackets 25x25x3mm at 450mm centers with an adequate slopeas directed and including application of two coats of eachanticorrosive paint and enamel paint to all steel surfaces to matchthe gutter fix in position.( Inner size of 150mm x 175mm )

L.ft. 525.00

Y 19 Supply and fix proprietary coated zincalum square down pipe(minimum base metal thickness of sheet 0.4mm and minimumtotal thickness 0.47mm) complete with necessary socket , elbow& bend. All joints to be properly connected and with sealant toensure water tightness along the entire length. Down pipe brackets @ 1.0m c/c .

L.ft. 460.00

Y 20 Color bonded wall cladding 0.40mm thick fixed to external wallboxed out at down pipes including sills, flashing, removablesections at access points such as cleaning eyes etc. completelycovering the surface as directed by the Engineer.

Sq.ft. 285.00

Y 21 Supply and fix Composite wall clading of 0.4mm thicknessincluding inner frame work to vertical walls up to 30'-0". Rateshall include for scaffolding.

Sq.ft. 625.00

Y 22 Supply and lay double sided 3mm thick aluminium foil heatreflecting material to underside of roof supported with Gauge 10,2" x 2" GI mesh.

Sqr. 6310.00

Y 23 Supply and fix zinc alum profile roofing sheet (minimum basemetal thickness of 0.4mm) and minimum thickness of 0.47mm,laid on existing purlings with joints to be properly connected withan adequate side lap to ensure water tightness along the entirelength and complete to working order.

Sqr. 16750.00

Y 24 Supply and fixing high tensile Galvanized iron "C" channels of100 x 50 x 15 x 2.0mm thick

L.ft. 335.00

Y 25 Supply and fixing high tensile Galvanized iron "C" channels of125 x 60 x 20 x 2.0mm thick

L.ft. 385.00

Y 26 Supply and fixing high tensile Galvanized iron "C" channels of150 x 65 x 20 x 2.0mm thick

L.ft. 420.00

Engineering organization, W.P. Page 77 BSR 2010

ITEM DESCRIPTION UNIT RATE

Z - MAINTANANCE WORK

Demolishing

Z 01 Demolishing reinforced cement concrete in suspended floors up to4" thick , removing reinforcement and clearing debris.

Cube 14275.00

Z 02 Demolishing cement concrete and clearing debris in floors from4" to 6" thick floors.

Cube 6590.00

Z 03 Demolishing reinforced cement, concrete in lintol of 9" x 6"removing reinforcement and clearing debris.

L.ft. 34.00

Z 04 Demolishing reinforced cement, concrete in lintol of 4 1/2"x 6"removing reinforcement and clearing debris.

L.ft. 28.00

Z 05 Demolishing brick piers, stacking brick and clearing debris away. Cube 930.00

Z 06 Demolishing 9" thick brick walls stacking brick and clearingdebris away.

Cube 1130.00

Z 07 Demolishing 4 1/2" thick brick walls stacking brick and clearingdebris away.

Sqr. 425.00

Z 08 Demolishing 3" thick brick paved floors and clearing debris away. Sqr. 550.00

Z 09 Demolishing drains and clearing debris away. L.ft. 19.00

Z 10 Demolishing rubble masonry built in cement and sand, stackingrubble and clearing debris away.

Cube 1510.00

Z 11 Demolishing floor tiles and clearing debris away. Sqr. 1280.00

Z 12 Demolishing wall tiles and clearing debris away. Sqr. 1035.00

Z 13 Chipping cement rendering and clearing debris away. Sqr. 820.00

Z 14 Chipping cement plastering and clearing debris away. Sqr. 565.00

Z 15 Chipping lime plastering and clearing debris away. Sqr. 280.00

Z 16 Chipping cement plaster in soffits and clearing debris away. Sqr. 850.00

Roof work

Z 17 Removing and stacking calicut tile or half round tile from roof insingle storied building.

Sqr. 366.00

Z 18 Removing and stacking calicut tile or half round tile from roof intwo storied building.

Sqr. 565.00

Z 19 Removing and stacking calicut tile or half round tile from roof inthree storied building.

Sqr. 750.00

Z 20 Removing and stacking corrugated asbestos sheet from roof insingle storied building.

Sqr. 280.00

Engineering organization, W.P. Page 78 BSR 2010

ITEM DESCRIPTION UNIT RATE

Z 21 Removing and stacking corrugated asbestos sheet from roof intwo storied building.

Sqr. 375.00

Z 22 Removing and stacking corrugated asbestos sheet from roof inthree storied building.

Sqr. 470.00

Z 23 Removing roof tiles/asbestos sheets and timber frame work, stacking serviceable materials and clearing debris away in single storied building.

Sqr. 755.00

Z 24 Removing roof tiles/asbestos sheets and timber frame work, stacking serviceable materials and clearing debris away in two storied building.

Sqr. 945.00

Z 25 Removing roof tiles/asbestos sheets and timber frame work, stacking serviceable materials and clearing debris away in three storied building.

Sqr. 1130.00

Z 26 Removing and stacking calicut ridge tile. L.ft 23.00

Z 27 Removing and stacking asbestos ridging. L.ft 20.00

Z 28 Removing and stacking valance/Barge board materials andclearing debris away in single storied building.

L.ft 7.00

Z 29 Removing and stacking valance/Barge board materials andclearing debris away in two storied building.

L.ft 10.00

Z 30 Removing and stacking eaves gutter from roof of single storiedbuildings.

L.ft 10.00

Z 31 Removing and stacking eaves gutter from roof of two storiedbuilding.

L.ft 15.00

Z 32 Removing and stacking down pipes from roof of single storiedbuilding.

L.ft 9.00

Z 33 Removing and stacking down pipe from roof of two storiedbuilding.

L.ft 12.00

Z 34 Removing and stacking G.I. Valley gutter and flashing. L.ft 20.00

Z 35 Re-laying available calicut tiles on the roof in single storiedbuilding.

Sqr. 375.00

Z 36 Re-laying available calicut tiles on the roof in two storiedbuilding.

Sqr. 470.00

Z 37 Re-laying available calicut tiles on the roof in three storiedbuilding.

Sqr. 565.00

Z 38 Re-laying available asbestos sheets on the roof in single storiedbuilding.

Sqr. 605.00

Z 39 Re-laying available asbestos sheets on the roof in two storiedbuilding.

Sqr. 755.00

Z 40 Re-laying available asbestos sheets on the roof in three storiedbuilding.

Sqr. 905.00

Engineering organization, W.P. Page 79 BSR 2010

ITEM DESCRIPTION UNIT RATE

Z 41 Fixing available Reepers with wire nails. L.ft 5.00

Z 42 Fixing sorted out & cut to required size available timber to roofor other carpentry work.

C.ft 520.00

Z 43 Fixing available corrugated asbestos sheet with hooks , nuts andbolts to roofing.

Sqr. 1215.00

Z 44 Supply and fixing hooks, nuts & bolts for existing asbestos roof. No 26.00

Z 45 Ridge tile bedded in lime cement motor 1:1:4 and coloured tomatch tiles.( Ridge tile available at site )

L.ft 73.00

Z 46 Fixing of available barge/Valance boards & fascia includingcutting and minor repairs.

L.ft 18.00

Z 47 Refixing existing G.I. Valley gutter and flashing including makinggood.

L.ft 58.00

Z 48 Fixing of existing gutter and down pipe with making goods andincluding brackets.

L.ft 30.00

Ceiling work

Z 49 Removing asbestos ceiling including timber frame work, stackingserviceable materials and clearing debris away in single storiedbuilding.

Sqr. 870.00

Z 50 Removing asbestos ceiling including timber frame work, stackingserviceable materials and clearing debris away in two storiedbuilding.

Sqr. 1245.00

Z 51 Removing ceiling timber frame work,(with out asbestos sheet)stacking serviceable materiel and clearing debris away in singlestoried buildings.

Sqr. 205.00

Z 52 Removing ceiling timber frame work,(with out asbestos sheet)stacking serviceable materiel and clearing debris away in twostoried buildings.

Sqr. 300.00

Z 53 Removing existing ceiling sheet stacking materials at the site andclearing debris away.

Sqr. 490.00

Z 54 Renewing in small quantities of 6" x 5/8" - 3/4" lunumidellaceiling including scaffolding up to 30'-0" hight.

L.ft 55.00

Z 55 Fixing available lunumidella ceiling planks with new wire nails. Sqr. 1720.00

Z 56 Supplying and fixing 1 1/2" x 1/2" thick Beading , Halmilla orequivalant, planning & chamfering complete with brass screws.

L.ft. 30.00

Doors & Windows

Z 57 Removing and stacking door sash only up to 40 S.ft from existingwalls.

No. 100.00

Engineering organization, W.P. Page 80 BSR 2010

ITEM DESCRIPTION UNIT RATE

Z 58 Removing and stacking door sash only over 40 S.ft from existingwalls.

No. 150.00

Z 59 Removing and stacking door or window frame size up to 40 S.ftfrom existing walls.

No. 730.00

Z 60 Removing and stacking door or window frame size over 40 S.ftfrom existing walls.

No. 1100.00

Z 61 Removing and stacking window sash only up to 40 S.ft fromexisting walls.

No. 100.00

Z 62 Removing and stacking window sash only over 40 S.ft fromexisting walls.

No. 150.00

Z 63 Removing and stacking trellis work Sq.ft. 10.00

Z 64 Removing and stacking glass panes in doors, windows andfanlights.

Sq.ft. 31.00

Z 65 Renewing in short lengths with approved timber in existing dooror window frames .

L.ft. 380.00

Z 66 Door or window frame altering existing rebate fillet usingapproved quality timber with screws and fixing available sashes.

No. 1720.00

Z 67 Fixing available door or window frame. Sq.ft. 25.00

Z 68 Fixing available door or window sash. Sq.ft. 18.00

Z 69 Removing damage sashes of door or window and preparing & re-fixing.

Per sash 210.00

Z 70 Supply and fixing Trellis work 1/2" x 1/2" laths with 2" apartdiagonally, horizontally or vertically on existing timber framing.

Sq.ft. 250.00

Z 71 Supply and fixing 3mm thick glass panes for the existing door /window or fanlight sashes with approved timber beading.

Sq.ft. 190.00

Sanitary

Z 72 Removing wash basin , sink or urinals including all fittings andmaking walls good.

No. 245.00

Z 73 Removing squatting pan & standing types water closet withplugging sewer connection and reparing the wall & floor.

No. 1000.00

Z 74 Disconnecting flushing cistern and removing with plugging waterconnection and making good of all damaged walls, floors & etc.

No. 850.00

Z 75 Removing 1/2" to 1 1/2" dia. bib tap or stop cock. No. 34.00

Z 76 Fixing available ball valve. No. 100.00

Z 77 Fixing lavatory type basin to existing brackets. ( Tap , waste pipeand basin are available)

No. 830.00

Engineering organization, W.P. Page 81 BSR 2010

ITEM DESCRIPTION UNIT RATE

Z 78 Fixing of wash basin, leveling and connecting to existing waterconnections and making good (Basin, bracket and fittings areavailable)

No. 1080.00

Z 79 Repairing bib taps and stop cocks by fixing leather washers. No. 105.00

Z 80 Removing & repairing pillar tap and re-fixing to the wash basincarefully without any damaged.

No. 170.00

Painting

Z 81 Removing painting from walls and clearing debris away. Sqr. 375.00

Z 82 Removing enamel paint from door or window frame and clearingdebris away.

Sqr. 750.00

Z 83 Removing paint from painted glass panes with caustic sodasolution or other paint remover.

Sq.ft. 26.00

Z 84 Removing water proof treatment or hot bitumen from floors orflat roof and clearing debris away.

Sqr 1465.00

Z 85 Painting ceiling beading with two coats of enamal paint. L.ft 12.00

Electrical

Z 86 Supply & replacing one gang one way switch without wiringincluding removing old one. No. 100.00

Z 87 Supply & replacing two gang one way switch without wiringincluding removing old one. No. 175.00

Z 88 Supply & replacing three gang one way switch without wiringincluding removing old one. No. 250.00

Z 89 Supply & replacing four gang one way switch without wiringincluding removing old one. No. 330.00

Z 90 Supply & replacing five gang one way switch without wiringincluding removing old one. No. 410.00

Z 91 Supply & replacing 5 Amp. Switch socket outlet without wiringincluding removing old one. No. 160.00

Z 92 Supply & replacing 15 Amp. Switch socket outlet without wiringincluding removing old one. No. 435.00

Z 93 Supply & replacing 13 Amp. Switch socket outlet without wiringincluding removing old one. No. 300.00

Other

Z 94 Supplying and placing 4" dia.PVC (Type 250) wheep holes. L.ft 130.00

Z 95 Removing existing mortice lock repairing and re-fixing. No 330.00

Z 96 Removing and stacking aluminium frame partition. Sq.ft. 8.00

Engineering organization, W.P. Page 82 BSR 2010

ITEM DESCRIPTION UNIT RATE

Transporting

Z 97 Transporting debris cleared away from site by tractor (approx..10 Miles away).

Per Load 2200.00

Z 98 Transporting debris cleared away from site by 3.5 Cubes capacityheavy vehicle. Rate to inclusive of loading with JCB machine(approx.. 20 Miles away).

Per Load 4500.00

AA - MISCELLANEOUS

The following AA 01 & AA 02 items are exclusively forestimating purposes for which a standard work norm is notimmediately available and at the same time it is impossible toarrive at a realistic break-up of labour component involved atthe time of preparation of the estimate. The rate is not to beused for engaging labourers on routine work and the mereappearance of this rate on BSR is not a sanction to pay thedaily labourers at this rate. Skilness of the Craftman to beverified by a trade test certificate at the time of engagement.

AA 01 Engaging special skilled labour services in the trades of fitter,electrician, welder, mason, carpenter, bar bender, painter on 8hour day basis.

Per 8 Hour day Per Person

885.00

AA 02 Engaging labour services in un-skilled category of any type ofmanual work on a 8 hour day basis.

Per 8 Hour day Per Person

732.00

AA 03 Pumping water using 2" dia. water pump. Per 8 Hour Day 2440.00

P.V.C. Coated Chain Link Fence

AA 04 Supplying & fixing PVC coated G.I. chain link fence (2" x 2") ofgauge 10 height of 8'-0" for GI pipe fixed with available 20mm x6mm flat iron ( GI pipe & flat iron measured separately) completewith tension J bolts and tension cords.

Sq.ft. 84.00

AA 05 Supplying & fixing PVC coated G.I. chain link fence (2" x 2") ofgauge 10 height of 10'-0" for GI pipe fixed with available 20mmx 6mm flat iron ( GI pipe & flat iron measured separately)complete with tension J bolts and tension cords.

Sq.ft. 77.00

AA 06 Supplying and fixing 2" dia.x 3.6mm thick Medium quality GIpipe 8'-0" clear height with excavation 1'-0"x 1'-0"x 3'-0" cementconcrete base 1:2 1/2:5 (1") with 1/2" dia. MS rods welded tobottom of G.I. Pipe and drilling 7 Nos. holes to fixed the chainlink (chain link measured separately) and fiberglass coping ontop. Rate to include for application of one coat of anticorrosivepaint and two coats of enamel paint.

L.ft. 615.00

Engineering organization, W.P. Page 83 BSR 2010

ITEM DESCRIPTION UNIT RATE

AA 07 Supplying and fixing 2" dia.x 3.6mm thick Medium quality GIpipe 10'-0" clear height with excavation 1'-0"x 1'-0"x 3'-0"cement concrete base 1:2 1/2:5 (1") with 1/2" dia. MS rodswelded to bottom of G.I. Pipe and drilling 7 Nos. holes to fixedthe chain link (chain link measured separately) and fiberglasscoping on top. Rate to include for application of one coat ofanticorrosive paint and two coats of enamel paint.

L.ft. 575.00

AA 08 Supplying and fixing 3" dia.x 4mm thick Medium quality GI pipe8'-0" clear height with excavation 1'-0"x 1'-0"x 3'-0" cementconcrete base 1:2 1/2:5 (1") with 1/2" dia. MS rods welded tobottom of G.I. Pipe and drilling 7 Nos. holes to fixed the chainlink (chain link measured separately) and fiberglass coping ontop. Rate to include for application of one coat of anticorrosivepaint and two coats of enamel paint.

L.ft. 870.00

AA 09 Supplying and fixing 3" dia.x 4mm thick Medium quality GI pipe10'-0" clear height with excavation 1'-0"x 1'-0"x 3'-0" cementconcrete base 1:2 1/2:5 (1") with 1/2" dia. MS rods welded tobottom of G.I. Pipe and drilling 7 Nos. holes to fixed the chainlink (chain link measured separately) and fiberglass coping ontop. Rate to include for application of one coat of anticorrosivepaint and two coats of enamel paint.

L.ft. 830.00

AA 10 Supplying and fixing 20mm x 6mm flat iron to existing GI pipe(GI pipe measured separately) to fix the chain link, Rate inclusiveof drilling 09 Nos. holes of 6mm dia. Rate to include forapplication of one coat of anticorrosive paint and two coats ofenamel paint.

L.ft. 110.00

AA 11 Supplying and fixing 1 1/4"x 1 1/4"x 6mm angle iron horizontalbracings welded to existing GI pipes. Rate to include forapplication of one coat of anticorrosive paint and two coats ofenamel paint.

L.ft. 220.00

AA 12 Supplying and fixing 1" dia. x 3.2mm thick GI pipe horizontalbracings welded to existing GI pipes. Rate to include forapplication of one coat of anticorrosive paint and two coats ofenamel paint.

L.ft. 235.00

Barbed Wire Fence

AA 13 Supplying & fixing 14 gauge galvanized barbed wire 4 points, 3"apart on pre-cast concrete posts with hook bolts includingstraining. ( Concrete Posts paid seperately)

L.ft. 10.00

AA 14 Supplying & fixing pre-cast concrete Intermediate Posts of size(5" x 5") - (3" x 3") & 5'-9" high for 7 strands includingnecessary excavation and concreting at the placing.

No. 990.00

AA 15 Supplying & fixing pre-cast concrete End Posts of size (5" x 5")& 6'-3" high for 7 strands including necessary excavation andconcreting at the placing.

No. 1555.00

Engineering organization, W.P. Page 84 BSR 2010

ITEM DESCRIPTION UNIT RATE

AA 16 Supplying & fixing pre-cast concrete Struts of size (5" x 4") - (3"x 3") & 6'-5" high for 7 strands including necessary excavationand concreting at the placing.

No. 1075.00

AA 17 Supplying & fixing pre-cast concrete Intermediate Posts of size(5" x 5") - (3" x 3") & 6'-9" high for 8 strands includingnecessary excavation and concreting at the placing.

No. 1055.00

AA 18 Supplying & fixing pre-cast concrete End Posts of size (5" x 5")& 7'-3" high for 8 strands including necessary excavation andconcreting at the placing.

No. 1950.00

AA 19 Supplying & fixing pre-cast concrete Struts of size (5" x 4") - (3"x 3") & 7'-5" high for 8 strands including necessary excavationand concreting at the placing.

No. 1130.00

AA 20 Supplying & fixing pre-cast concrete Intermediate Posts of size(5" x 5") - (3" x 3") & 7'-9" high for 9 strands includingnecessary excavation and concreting at the placing.

No. 1280.00

AA 21 Supplying & fixing pre-cast concrete End Posts of size (5" x 5")& 8'-3" high for 9 strands including necessary excavation andconcreting at the placing.

No. 2230.00

AA 22 Supplying & fixing pre-cast concrete Struts of size (5" x 4") - (3"x 3") & 8'-5" high for 9 strands including necessary excavationand concreting at the placing.

No. 1275.00

AA 23 Supplying & fixing pre-cast concrete Intermediate Posts of size(5" x 5") - (3" x 3") & 7'-7" + 1'-6" high for 12 strands includingnecessary excavation and concreting at the placing.

No. 1585.00

AA 24 Supplying & fixing pre-cast concrete End Posts of size (5" x 5")& 8'-1" + 1'-6" high for 12 strands including necessaryexcavation and concreting at the placing.

No. 2795.00

AA 25 Supplying & fixing pre-cast concrete Struts of size (5" x 4") - (3"x 3") & 8'-1" + 1'-6" high for 12 strands including necessaryexcavation and concreting at the placing.

No. 2335.00

AB - LANDSCAPINGS

Turfing

AB 01 Supply , laying & turfing Buffalo grass after the levelling groundwith necessary soil filling and laying refuse of coir layer andwatering. Also fertilizing with using waer and maintain the turfing area for a 1 year period.

Sq.ft. 40.00

AB 02 Supply , laying ,turfing & planting Blue grass after the levellingground with necessary soil filling and laying refuse of coir layerand watering. Also fertilizing with using waer and maintain theturfing area for a 1 year period.

Sq.ft. 130.00

ROOT BOLL PLANTS

AB 03 Supply & Planting maximum 5'-0" girth and 10'-0" - 12'-0" highAtteria Plant with the fertilizing , watering & plant should bemaintain for a 1 year period.

No. 5400.00

Engineering organization, W.P. Page 85 BSR 2010

ITEM DESCRIPTION UNIT RATE

AB 04 Supply & Planting maximum 5'-0" girth and 10'-0" - 12'-0" highEhala with the fertilizing , watering & plant should be maintainfor a 1 year period.

No. 5400.00

AB 05 Supply & Planting maximum 5'-0" girth and 10'-0" - 12'-0" highAraliya Plant with the fertilizing , watering & plant should bemaintain for a 1 year period.

No. 5400.00

AB 06 Supply & Planting maximum 5'-0" girth and 10'-0" - 12'-0" highKiripalu Plant with the fertilizing , watering & plant should bemaintain for a 1 year period.

No. 5400.00

AB 07 Supply & Planting maximum 5'-0" girth and 7'-0" - 8'-0" highFoxtail Palm with the fertilizing , watering & plant should bemaintain for a 1 year period.

No. 6500.00

AB 08 Supply & Planting maximum 5'-0" girth and 8'-0" - 10'-0" highKentiya Palm with the fertilizing , watering & plant should bemaintain for a 1 year period.

No. 3250.00

AB 09 Supply & Planting maximum 5'-0" girth and 6'-0" - 8'-0" highRed Palm with the fertilizing , watering & plant should bemaintain for a 1 year period.

No. 4300.00

AB 10 Supply & Planting maximum 5'-0" girth and 6'-0" - 8'-0" highQueen Palm with the fertilizing , watering & plant should bemaintain for a 1 year period.

No. 6500.00

Paving Blocks

AB 11 Supply & paving 100mm thick Uni-Natura precast interlockingpaving blocks of 40 N/mm2 compressive strengh , manufacturedby "Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the high volume traffic areas. ( Colour of blockshould be approved by Architect. )

Sqr. 27330.00

AB 12 Supply & paving 100mm thick Uni-Flora precast interlockingpaving blocks of 40 N/mm2 compressive strengh , manufacturedby "Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the high volume traffic areas. ( Colour of blockshould be approved by Architect. )

Sqr. 30275.00

AB 13 Supply & paving 80mm thick Uni-Natura precast interlockingpaving blocks of 15 N/mm2 compressive strengh , manufacturedby "Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 24250.00

Engineering organization, W.P. Page 86 BSR 2010

ITEM DESCRIPTION UNIT RATE

AB 14 Supply & paving 80mm thick Uni-Flora precast interlockingpaving blocks of 15 N/mm2 compressive strengh , manufacturedby "Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 27070.00

AB 15 Supply & paving 60mm thick Uni-Natura precast interlockingpaving blocks of 15 N/mm2 compressive strengh , manufacturedby "Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 22715.00

AB 16 Supply & paving 60mm thick Uni-Flora precast interlockingpaving blocks of 15 N/mm2 compressive strengh , manufacturedby "Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 25280.00

AB 17 Supply & paving Dutch-Natura precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 25150.00

AB 18 Supply & paving Dutch-Floara precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 28350.00

AB 19 Supply & paving Camino-Natura precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 23740.00

AB 20 Supply & paving Camino-Floara precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 26300.00

Engineering organization, W.P. Page 87 BSR 2010

ITEM DESCRIPTION UNIT RATE

AB 21 Supply & paving Wintage-Natura precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 22200.00

AB 22 Supply & paving Wintage-Floara precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 24125.00

AB 23 Supply & paving Dobler-Natura precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 22200.00

AB 24 Supply & paving Dobler-Floara precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 24510.00

AB 25 Supply & paving Pietra-Natura precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 26300.00

AB 26 Supply & paving Pietra-Floara precast interlocking pavingblocks of 15 N/mm2 compressive strengh , manufactured by"Sehda Lanka Ltd." or approved equivelant, on 2" thickcompacted quarry dust bed laid on top of a well compacted earthsub base for the Low volume traffic areas or Pedestrian areas. (Colour of block should be approved by Architect. )

Sqr. 29250.00

CONCRETE CURB

AB 27 Supply & paving pre cast concrete Curb ( Small ) of size540mm x 175mm manufactured by "Sehda Lanka Ltd." orapproved equivelant, with 1:3 cement mortar on top of a wellcompacted earth sub base.

L.ft. 350.00

AB 28 Supply & paving pre cast concrete Curb ( Half ) of size 450mmx 255mm manufactured by "Sehda Lanka Ltd." or approvedequivelant, with 1:3 cement mortar on top of a well compactedearth sub base.

L.ft. 530.00

Engineering organization, W.P. Page 88 BSR 2010

ITEM DESCRIPTION UNIT RATE

AB 29 Supply & paving pre cast concrete Curb ( Full ) of size 915mmx 255mm manufactured by "Sehda Lanka Ltd." or approvedequivelant, with 1:3 cement mortar on top of a well compactedearth sub base.

L.ft. 525.00

CEMENT POTS

AB 30 Supply & placing of 12" dia. Cement pots 4'-0" high ( sizeapproximate )

No. 1400.00

AB 31 Supply & placing of 18" dia. Cement pots 4'-0" high ( sizeapproximate )

No. 2600.00

AB 32 Supply & placing of 24" dia. Cement pots 4'-0" high ( sizeapproximate )

No. 3400.00

AB 33 Supply & placing of 28" dia. Cement pots 4'-0" high ( sizeapproximate )

No. 6800.00

AB 34 Supply & placing of 48" dia. Cement pots 4'-0" high ( sizeapproximate )

No. 9100.00

Engineering organization, W.P. Page 89 BSR 2010