Construction of 1 No. RCC Reservoir I (120Cum) with ...€¦ · manhole cover & frame, washout pipe including transportation cost upto work site, etc. complete. No. 3.00 23: Supply,

1

Water Supply System for Royal Supreme Court Complex at Hejo in Thimphu

BILL OF QUANTITIES (BoQ):Item Description Unit Quantity Rate(Nu) Amount (Nu)

IA CIVIL WORKS :-

1Clearing of jungle including uprooting of vegetation and trees of girth <300mm, disposal within 50m of the site. sqm 100.00

2Earthwork excavation over areas, depth>300mm, width>1.5m, area 10sqm on plan including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed in:

(a) Hard Soil. cum. 190.76

(b) Hard rock requiring chiselling (where blasting is prohibited) cum. 38.15

3Filling of trenches, sides of foundation etc. in layers<200mm using selected excavated earth, ramming etc. within 50m lead & lift 1.5m.

cum. 25.02

4 Providing and laying hand packed stone soling or filling with stones. cum. 10.18

5Providing and laying cement concrete, excluding the cost of centering and shuttering in foundation & plinth.

(a) 1:3:6, 40mm aggregatescum. 5.08

6

Providing and laying reinforcement cement concrete - M25, 20mm aggregates including adding admixtures i.e. water proofing compunds or construction chemicals, excluding the cost of reinforcement and formwork in:

(a) foundation and bases cum 15.07(b) side walls

(c) side walls haunch

(d) center column & haunch

cum 21.18

(e) roof slab cum 7.35

7 Providing and RCC(1:1.5:3), 20mm aggregates excluding formwork and reinforcement cost in: (a) spiral staircase including landing etc. cum 0.69

(c) Column cum 0.37

(d) Foundation of column cum 0.07

8Providing and fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork in:

(a) foundation and bases sqm 10.05(b) walls - outer walls - inner walls - side wall haunch

sqm 163.52

(c) center column & haunch sqm 6.56

(d) Roof Slab sqm 3.72

(e) Spiral Staircase exc. Landing sqm 2.54

(f) Landing sqm 0.60

(g) Columns sqm 3.50

Construction of 1 No. RCC Reservoir (120Cum ) with connections of GI Pipes &

2

Item Description Unit Quantity Rate(Nu) Amount (Nu)

(h) Foundation of Column sqm 1.44

9Providing and fixing cold twisted deformed bars (Fe415) for RCC works including cutting, binding, bending and placing in position complete.

Bottom Slab & Huanch RodsCenter Column & Huanch RodsWalls Roof SlabStaircase - 6mm dia. - 8mm dia. - 10mm dia. - 12mm dia. - 16mm dia.

kg 3212.00

10

Providing and fixing PVC water stopper at structural joint of width 250mm as per the specification, drawing and as directed, etc. complete.

m 73.00

11

Providing and fixing 20mm dia cold twisted bars with PVC encapsulation at 250mm c/c including cutting, bending, binding, etc. complete as directed (access ladder). m 15.75

12

Providing and laying of G.I pipes of approved brand by SQCA, (Medium duty) confirming to IS 1239 Part-I including G.I fittings such as bends, tees, elbows, reducers, crosses, plugs, unions, sockets, nipples, flanges, washers, nuts etc. complete excluding trenching, refilling & thrust block as per drawings & complete job as per standard specifications.

40mm dia railings m 136.40

13

Providing and fixing of MS insert plates (80x80x8) on the top of roof slabs and steps including cutting, welding with the railing posts, etc. complete. kg 16.08

14 Providing and laying 12mm thick cement plaster in CM 1:4 for the tank walls.

Staircasesqm 90.24

15

Providing and laying of 12mm thick cement plaster with a floating coat of neat cement finish in CM 1:4 on the steps and inner walls and the floor of the tank. sqm 116.43

16

Providing and laying 50mm thick plinth protection and grouted with fine sand mix including well rammed, finishing the top smooth with cement concrete 1:3:6, 20mm aggregates, laid over 75mm thick layer og compacted gravel (40mm) including earthwork in excavation, etc. complete. sqm 22.00

17

Constructing second class brick masonry open surface drain in cement mortar 1:4 including earthwork in excavation, 100mm thick concrete bed 1:5:10, 40mm aggregates and 25mm thick cement concrete 1:2:4, 12mm aggregate for filling haunches including 12mm cement plastering 1:4 with a floating coat of neat cement and disposal of surplus earth etc. complete (150mm x 200mm depth). m 28.95

B PIPES AND FITTINGS :-

3


18


(i) 100mm dia. - Inlet/Outlet/Overflow & Scour pipem 48.00

19

Supply, delivery & fixing of following G.I. fittings such as bends, tees, elbows, reducers, crosses, plugs, unions, sockets, nipples, flanges, washers, nuts etc. complete excluding trenching, refilling & thrust block as per drawings & specifications.

a) Flanged bends:

(i) 100mm dia. x 90degree No. 3.00

(ii) 100mm dia. x 45degree No. 3.00b) Flanged Equal Tee

(i) 100mm x 100mm x 100mm dia. No. 2.00C VALVES:-

20

Providing and laying, fixing following valves ISI marked with a pair of tail piece including rubber gasket or lead caulked jointing as feasible, including bolts and nuts, rubber inswertion etc. all complete job as per standard specifications.

i)

C.I.D.F. Sluice valve, confirming to IS. 14846, IS. 2906 and IS. 780, PN1.6, sealong faces and operating nut shall be either of gunmetal or leaded tin bronze, the seat and body to be tested hydrostatically @ 9 kg/Sq.cm.

100 mm dia. Nos.3.00

D PUDDLE PIPES

21

Supply, delivery & laying of G.I.double flanged puddle pipes (PN 1.6) of approved brand by SQCA, including G.I fittings such as flanges, washers, nuts etc. complete excluding trenching, refilling & thrust block as per drawings & specifications. The rate shall include loading, unloading and transportation upto worksite.

100mm dia. m 4.00

22

Construction of sluice/gate valve chamber as per the drawing . The works includes earthwork excavation, refilling, stone soling, foundation concrete (1:3:6) & (1:2:4), brickwork, pointing & providing RCC cover slab(1;2;4), PCC (1:2:4) for valves support, plastering inside & outside, fixing manhole cover & frame, washout pipe including transportation cost upto work site, etc. complete.

No. 3.00

23

Supply, delivery & fixing of G.I. Manhole cover with frame (medium duty), total weight of cover and frame not less than 38kg (Cover 23kg and frame 15kg), including applying red lead paint and painting two or more coat with zinc. The rate shall include the loading, unloading, transportation, and headload charges upto work site. No. 3.00

II

A PIPE LAYING

Total Nu. for (I) Construction of Water Supply Distribution Pipe Lines (20mm, 25mm, 40mm, 50mm, 80mm & 100mm dia G.I. Pipes):-

4


1


(a) For Potable Water Supply Pipe Line:-

20 mm dia. - (Nominal Bore)m 54.00

25 mm dia. - (Nominal Bore) m 156.00





(b) For Irrigation Water Supply Pipe Line:-




(c) Water Supply Pipe Line from Reservoir to Court site:-


B VALVES

2

Providing and laying, fixing following valves ISI marked with a pair of tail piece including rubber gasket jointing as feasible, including bolts and nuts, rubber insertion etc. all complete job as per standard specifications:-Supply, delivery & fixing of the following C.I.D.F. valves PN1.6 (maximum working pressure 16kg/sqcm) conforming to IS 14846:2000 and tested hydraulically in accordance with IS 780. The rate shall incl. loading, unloading and transportation upto the work site, etc. complete.

(a) For Potable Water Supply Pipe Line:-

(1) 20 mm dia. - (Nominal Bore)Each 1.00






(b) For Irrigation Water Supply Pipe Line:-




(c) Water Supply Pipe Line from Reservoir to Supreme Court site:-(1) 100 mm dia. - (Nominal Bore) Each 1.00

5


3.00

Construct Valve chamber as per drawing including excavation, backfilling, base slab, brick masonry, RCC cover slab, fixing manhole cover and frame, etc. all complete. Nos. 18.00

4

Supply, delivery and fixing of G.I. Manhole cover & frame, weight not less than 38 kgs as per the drawing. The rate shall include loading, unloading and transportation up to work site, etc. complete. Nos. 19.00

5 Pressure testing, commissioning and disinfection of pipe lines.

m 2706.00C CIVIL WORKS

6Clearing of jungle including uprooting of vegetation and trees of girth <300mm, disposal within 50m of the site. sqm 2706.00

7

Hand excavation and refilling with selected fine soil to the apporval of the engineer in layers <200mm of trenches for pipes including dressing of sides, ramming of bottom, depth upto 1.5m, disposal of surplus material within lead of 50m in all kinds of soil for pipes 80mm<dia<300mm. m 2706.00

8 Providing and laying sand bedding, including watering, ramming and dressing complete. cum 541.20

9

Providing and laying cement concrete 1:3:6, 20mm aggregates including the cost of centering and shuttering in the thrust block at the bends and slopes.

i) For Slopes.ii) For 90° Bendiii) For 45° Bend

cum 4.17Total Nu. for (II)

Page 1 of 1

Name of Project: Construction of Royal Supreme Court Complex at HejoSub Head: Sewer Network

Bill Of Quantities

Sl. No.

Description of item Qty. Unit Rate Amount

1

INSPECTION CHAMBER: Construction of standard inspection chamber as per drawings and specifications including excavation, fixing of pipes, CI cover, benching, etc. complete. Depth shall be measured from invert level to the cover level.

1.1 Depth upto 0.7m ("S" type chamber) 12.00 Each

1.2 Depth from 0.7m-1.2m ("M" type chamber) 4.00 Each

1.3 Depth exceeding 1.2m ("L" type chamber) 24.00 Each

2

PIPE LAYING: Providing and laying HDPE pipes (As per IS 14333 : 1996, 6PN (6kg per sq.cm pressure) or equivalent with butt welding including pressure testing, trench excavation, back filling in layers of selected excavated earth in layers of 200mm thick with proctor density of 90% and above, shoring, shuttering, sand bedding and dewatering of trenches etc. complete as per drawing. Rate quoted should be inclusive of reinstatement cost for roads, drainage, footpath and other utility service both underground and on surface etc. to its original state.

A 140mm OD HDPE pipe

1 For avg depth upto 0.70m 78.38 m

2 For avg depth from 0.7m-1.2m 203.09 m

3 For avg depth exceeding 1.2m 179.78 m

B 160mm OD HDPE pipe



C 225mm OD HDPE pipe



3 For avg depth exceeding 1.2m 62.78 m

Total Amount

Page 1 of 3

Name of work: Drainage Work

sl.noDescription of item Quantity Unit Rate Amount

1

Constructing second class brick masonry open surface drain in cement mortar 1:4 including earth work in excavation 100 mm thick concrete bed 1:5:10, 40mm aggregate and 25mm thick cement concrete 1:2:4,12 mm aggregate for filling haunches including 12mm cement plastering 1:4 with a floating coat of neat cement and disposal of surplus earth etc. complete 300mm x 450mm depth 1,110.00 m

2

Providing & fixing P.V.C soil waste and vent pipes, single or double socketed, including pipe clip complete (excluding the cost of PVC fittings)-75mm dia 555.00 m

3

Steel work welded, in built up sections, trusses, frame‐works including cutting, hoisting, fixing and appl. priming coat of red lead paint In Tees, angles, flats and channels for drain grating50X50X5mm 10,678.20 kgstorm water pipe

1

Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming disposal of surplus soil within 50m lead & 1.5m lift- ordinary soil 3,810.00 cu.m

2Providing &laying sand bedding, including watering, ramming, dressing 478.00 cu.m

3

Filling of trenches, sides of foundations etc. in layers <200mm using selected excavated earth, ramming etc. within lead 50 m & lift 1.5m 1,679.00 cu.m

Bill of Quantity

Page 2 of 3


sl.noDescription of item Quantity Unit Rate AmountBill of Quantity

4

Providing & laying NP2 class R.C pipes, including collars, jointing in cement mortar 1:2 including testing of joints etc. complete -300mm dia. 250.00 m

450mm dia. 1,800.00 mBIOSWALE

1

Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming disposal of surplus soil within 50m lead & 1.5m lift- ordinary soil

259.44 cu.m

2Providing and laying Mirafi No.140 filter fibric as per drawing

145.65 sq.m

3

providing and laying grades stone aggregate filled trenches as per the size of aggregate specified in the drawing 100% 15-25 aggregate no fines

169.20 cu.m

4

providing and laying soil mixed throughtly with 20% forest leaf mold and 30% >10mm course sand and replace to finished grade

22.56 cu.m

5

Filling of trenches, sides of foundations etc. in layers <200mm using selected excavated earth, ramming etc. within lead 50 m & lift 1.5m

53.52 cu.m

Page 3 of 3


sl.noDescription of item Quantity Unit Rate AmountBill of Quantity

6

Construction of French drain, including jungle clearance, earthwork in excavation, levelling of excavated earth to the sides, filling drain with 50‐100 mm stones, complete as per design-Drain Size 0.6m X 1.0m 500.00 m

Total Amount:

Page 1 of 4

Project Name : Construction of Supreme Court, Thimphu.Name of work: Construction of Road, Parking and Bioswale.Site loacation : Hejo, Thimphu

Sl. No. Description Quantity Unit Rate Amount

Sub Head I : Road Works 1 Preparation of sub grade with proper camber

by excavating earth to depth equal to pavementthickness, consolidation with roller, disposal ofsurplus earth as per the direction of the siteengineer. 1937.86 cum

2 Consolidation of sub‐grade with roller, andmaking good the undulation with earth andre‐rolling the sub grade 5536.75 sq.m

3 Providing and laying Granular sub‐base course(GSB) to required degree of compaction withproper formation of cross fall using motorgrader for laying and compacted to requireddensity as per material gradation and aggregatequality specified. Aggregate size 100mm anddown graded.

830.51 cum4 Providing and laying Granular sub‐base course

(GSB) to required degree of compaction withproper formation of cross fall using motorgrader for laying and compacted to requireddensity as per material gradation and aggregatequality specified. 50-20mm graded aggregate

415.26 cum5 Providing and laying wet mix macadam graded

aggregate base course to required degree ofcompaction with proper formation of cross fallby using well graded crushed aggregatespremixed with OMC using suitable mixer,motor grader as per material gradation and aaggregates quality specified. 40-10mm gradedaggregate

415.26 cum6 Scarifying metalled (water bound) road surface

disposal of rubbish up to 50m andconsolidation of the aggregate received fromscarifying 5536.75 sq.m

7 Providing and Laying Dense BituminousMacadam ( DBM) to required degree ofcompaction based on mixture design ( job mixformula) approved by the supervising engineerincluding preparation of surface with roadbroom, application of prime coat @ 0.75kg/sq.m by mechanized method using asphaltplant, paver, steel roller, tyre roller etc.complete. 50mm thick. 5536.75 sq.m

Page 2 of 4


8 Providing seal coat with bitumen 80\100 using1.5 kg of bitumen per sq.m with 1.05 cu.m,10mm aggregate per 100 sq.m of road surface

5536.75 sq.m9 Providing and laying machine cut stone edging

150 x 200 x 400 mm with stones includingexcavation, refilling and disposal of surplusearth within 50 m lead (As per the DWGlandscape details A & B page No. 1 & 2.)

202.00 m10 Providing and laying machine cut stone edging

200 x 370 x 400 mm with stones includingexcavation, refilling and disposal of surplusearth within 50 m lead (As per the DWGlandscape details H, J & L page No. 8, 9 &10.) 714.00 m

11 Providing and laying machine cut stone edging200 x 400 x 400 mm with stones includingexcavation, refilling and disposal of surplusearth within 50 m lead (As per the DWGlandscape details F page No. 6.) 743.50 m

12 Providing and laying machine cut stone edging200 x 550 x 1500 mm with stones includingexcavation, refilling and disposal of surplusearth within 50 m lead for tyre stop restraint.(As per the DWG landscape details G pageNo. 7.) 121.50 mSub Head II : Vehicle Parking

1 Earth work in excavation over areas, depth>300mm, width >1.5m, area >10 Sq.m on plan,including disposal of excavated earth within50m lead and 1.5m lift & disposed soil to beneatly dressed. Ordinary Soil 449.75 cu.m

2 Providing and laying Granular sub‐base course(GSB) to required degree of compaction withproper formation of cross fall using motorgrader for laying and compacted to requireddensity as per material gradation and aggregatequality specified ( Course aggregate 75-65mm10%, 65-40mm 75% and 40mm 15%)

192.75 cu.m3 Providing and laying Granular sub‐base course

(GSB) to required degree of compaction withproper formation of cross fall using motorgrader for laying and compacted to requireddensity as per material gradation and aggregatequality specified (Midium Aggregate 40-13mm50% and 13mm 50%)

128.50 cu.m

Page 3 of 4


4 Providing and laying Granular sub‐base course(GSB) to required degree of compaction withproper formation of cross fall using motorgrader for laying and compacted to requireddensity as per material gradation and aggregatequality specified (Fine 5mm 100%)

64.25 cu.m5 Providing and laying in position plain cement

concrete excluding the cost of centering andshuttering ‐ All work upto plinth level (Pre-cast). 1:1.5:3 (1 cement : 1.5 sand : 3 gradedcrushed rock 12 mm nominal size) In cm 1:3

102.80 cu.m6 Providing & fixing centering and shuttering

(formwork), including strutting, propping etc.and removal of formwork. Foundation andplinth etc. The mould has to be reused atleast three times. 1915.33 sq.m

7 Providing and laying in position plain cementconcrete excluding the cost of centering andshuttering ‐ All work upto plinth level. 1:3:6(1 cement : 3 sand : 6 graded crushed rock 20mm nominal size) 82.36 cu.m

8 Providing and laying Hammer dressed drystone soling 5.72 cu.m

9 Providing & laying cement plaster, finishedwith floating coat of neat cement in CM 1:4.

66.00 sq.mSub Head III : Retaining wall and interior catch basin

1 Excavation in foundation trenches or drains notexceeding 1.5m in width or area 10 sq.m onplan, including dressing & ramming, disposalof surplus soil within 50m lead & 1.5m lift.Ordinary Soil 24.84 cu.m

2 Providing and laying Hand packed stone fillingor soling with stones 6.84 cu.m

3 Providing and laying in position plain cementconcrete excluding the cost of centering andshuttering ‐ All work upto plinth level. 1:3:6(1 cement : 3 sand : 6 graded crushed rock 40mm nominal size) 4.43 cu.m

4 Providing & laying Random Rubble Masonrywith hard stone in foundation & plinth. Incement mortar 1:4 9.53 cu.m

5 Providing &laying Coursed Rubble Masonrywith hard stone hammer‐dressed in foundation& plinth. In cement mortar 1:3

29.25 cu.m 6 Filling of trenches, sides of foundations etc. in

layers <200mm using selected excavated earth,ramming etc. within lead 50 m & lift 1.5m

65.98 cu.m

Page 4 of 4


7 Providing & laying cement plaster, finishedwith floating coat of neat cement in CM 1:4.

4.30 sq.m8 Steel work in single section including cutting,

hoisting, fixing and applying priming coat ofred lead paint In Flats (50x5)mm

11.22 kg

Sub Head IV : Bioswale1 Excavation in foundation trenches or drains not

exceeding 1.5m in width or area 10 sq.m onplan, including dressing & ramming, disposalof surplus soil within 50m lead & 1.5m lift.Ordinary Soil 1419.10 cu.m

2 Providing and laying Mirafi NO. 140 filterfibric . 776.15 sq.m

3 Providing and laying graded stone aggregatesfilled trenches asa per the size of aggregatespecified in the drawings. 100 % 15-25mmaggregates no fines. 192.30 cu.m

4 Providing and laying soil mixed throughly with20% forest leaf mold and 30% > 10mm coursesand and replace to finish grade. 25.64 cu.m

5 Filling of trenches, sides of foundations etc. inlayers <200mm using selected excavated earth,ramming etc. within lead 50 m & lift 1.5m

263.52 cu.m

Total Amount

Page 1 of 2

Name of Work: Construction of Terrace and Court Yard Stairs

sl.no Description of item Quantity Unit Rate Amount

1

Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lift-Ordinary Soil

15.48 cu.m

2


4.72 cu.m

3Providing and laying Hand packed stone filling or soling with stones

17.99 cu.m

4

Providing and laying in position plain cement concrete excluding the cost of centering and shuttering ‐ All work upto plinth level.1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size)

12.94 cu.m

5

Providing and laying in position plain cement concrete excluding the cost of centering and shuttering ‐1:4:8 (1 cement : 4 sand : 8 graded crushed stone 40 mm nominal size All work upto plinth level.Banquet terrace 0.70 cu.m

6

Providing & laying Random Rubble Masonry with hard stone in foundation & plinth-In cement mortar 1:3

1.46 cu.m

7

Providing &laying Coursed Rubble Masonry with hard stone hammer‐dressed in foundation & plinth-In cement mortar 1:3

13.09 cu

8

Providing &laying dry earth bedding, including consolidating each deposited layer by watering, ramming and dressing

40.01 cu.m

Bill of Quantity

Page 2 of 2

Name of Work: Construction of Terrace and Court Yard Stairs

sl.no Description of item Quantity Unit Rate AmountBill of Quantity

9

Providing & fixing Thermo‐Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending,binding and placing in position complete 10mm dia bar

73.78 kg

10

Steel work welded, in built up sections, trusses, frame‐works including cutting, hoisting, fixing and appl. priming coat of red lead paint-In Tees, angles, flats and channels hollow section(MS hollow section) as per drawing

445.98 kg

11

Providing & laying all sides chisel dressed flat stone paving in cement mortar 1:6 on prepared bedding (excluding the cost of bedding)-40mm thick

15.95 sq.m

12

Providing and applying finishing coats Synthetic enamel, for steel & wood work, two coats on new work 24.95 sq.m

13

Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork- Foundation and plinth etc. 4.34 sq.m

Total Amount:

Page 1 of 5

Name of work:Construction of Main Entrance Gate, Hejo.


1


2.45 cu.m

2


1.27 cu.m


0.30 cu.m

4

Providing and laying in position plain cement concrete excluding the cost of centering and shuttering ‐1:4:8 (1 cement : 4 sand : 8 graded crushed stone 40 mm nominal size All work upto plinth level.

0.15 cu.m

5

Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size)‐ all work up to plinth level

0.89 cu.m

6

Providing & laying in position reinforced cement concrete work in plinth and skirting courses, fillets, columns , pillars, posts and struts upto floor five level excluding the cost of centering, shuttering and reinforcement.1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size)

1.21 cu.m

7

Providing & fixing Thermo‐Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending,binding and placing in position complete

172.74 kg

Bill of Quantity

Page 2 of 5



8

Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork- Foundation and plinth etc.

2.76 sq.m

9

Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork-Columns, pillars, post, struts etc.

11.22 sq.m

10

Providing & laying Second‐Class Brick work in Foundation & Plinth-In cement mortar 1:4

0.50 cu.m

11

Extra for brick work in superstructure above plinth level, up to floor two level

4.69 cu.m

12

Providing, making & fixing woodwork dressed in traditional cornices complete as per standard design in Mixed Conifer, including applying wood preservative on unexposed surfaces, excluding decorative painting (Measurement to be taken along the cornice and wall junction line)-Lintel level

12.90 m

13

Providing & fixing roof framing, in trusses, purlins, rafters, posts, post plates including hoisting, etc. (excluding steel items)-Mixed Conifer

0.76 cu.m

14

Providing & fixing Corrugated Galvanised Iron (CGI) sheeting, including bolts, hooks and nuts 8mm dia. with bitumen and G.I limpet washers filled with white lead for connection, excluding the cost of purlins, rafter and trusses-24g

12.50 sq.m

Page 3 of 5



15

Providing & fixing 600mm ridges or hips in plain G.I. including bolts, hooks and nuts 8mm dia G.I limpet and bitumen washers for connection-24g

21.60 m

16

Providing & fixing shinglep roofing with shinglep of size 1350x125x12mm in 3 layers including tying, uplift protection complete

12.50 sq.m

17

Providing & fixing Eaves board (225x25mm) with moulding fitted and fixed with necessary screws-Mixed Conifer 20.00 m

18Providing, making and fixing M.S. straps, flats, sole plates etc.

40.18 kg

19Providing & laying 20mm cement plaster-C.M 1:4

27.26 sq.m

20

Providing & applying white or colour washing White washing with lime‐new work‐three coats 27.26 sq.m

21


22Providing, preparing and applying Sumdang washable painting-Rab 19.80 sq.m

23

Providing & fixing Compound Gate including hinge‐supports complete as per drawing 17.40 sq.mRETAINING WALL

24

Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lift-Ordinary Soil 1.94 cu.m

25


0.32 cu.m


Page 4 of 5



0.39 cu.m

27

Providing and laying in position plain cement concrete excluding the cost of centering and shuttering ‐1:4:8 (1 cement : 4 sand : 8 graded crushed stone 40 mm nominal size All work upto plinth level.

0.26 cu.m

28

Providing & laying Random Rubble Masonry with hard stone in foundation & plinth-In cement mortar 1:4 0.97 cu.m

29

Extra for random rubble masonry with hard stone in superstructure above plinth, below & including floor 2 level 1.45 cu.m

30

Providing and laying in position plain cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centering and shuttering 1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size 0.35 cu.m

31

Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork- Foundation and plinth etc. 0.86 sq.m

32

Steel work welded, in built up sections, trusses, frame‐works including cutting, hoisting, fixing and appl. priming coat of red lead paint-In Tees, angles, flats and channels

67.57 kg

33

Demolishing reinforced concrete, including stacking steel bars and disposal of rubbish within 50m lead 1.26 cu.m

34

Providing & fixing battened and framed door shutters, Mixed Conifer excluding the cost of hinges-38mm 3.15 sq.m

35

providing and fixing of copper sculpture plate 20mm guage as per drawing for gate. 2.00 each

Page 5 of 5



36

providing and fixing of copper Drukkhabtab Dorjee 20mm guage as per design 1.00 each

Total amount:

Page 1 of 5

Name of work: Construction of Guard House


1


5.01 cu.m

2


0.29 cu.m

3

Providing &laying dry earth bedding, including consolidating each deposited layer by watering, ramming and dressing 0.13 cu.m


1.79 cu.m

5


0.77 cu.m

6

Providing and laying in position plain cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centering and shuttering 1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size

0.10 cu.m

7

Providing & laying Random Rubble Masonry with hard stone in foundation & plinth-In cement mortar 1:4 2.20

0.392.59 cu.m

8

Applying a coat of hot bitumen (maxphalt) 80\100 or equivalent using 1.7 kg per sq.m including the surface cleaning

2.23 sq.m

Bill of Quantity

Page 2 of 5



9

Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement 1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size)‐ all work up to plinth level

0.58 cu.m

10

Providing & laying in position reinforced cement concrete work in plinth and skirting courses, fillets, columns , pillars, posts and struts upto floor five level excluding the cost of centering, shuttering and reinforcement.1:1.5:3 (1 cement : 1.5 sand : 3 graded crushed rock 20 mm nominal size)

1.02 cu.m

11


279.07 kg

12


5.50 sq.m

13

Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork- Lintels, beams, girders, bresummers, cantilevers etc.

10.16 sq.m

14

Providing & laying Second‐Class Brick work in Foundation & Plinth-In cement mortar 1:4+ Extra for brick work in superstructure above plinth level, up to floor two level

5.02 cu.m

15

Providing, making & fixing woodwork dressed in traditional cornices complete as per standard design in Mixed Conifer, including applying wood preservative on unexposed surfaces, excluding decorative painting (Measurement to be taken along the cornice and wall junction line)-Lintel level

15.60 m

Page 3 of 5



16

Providing & fixing joists, including hoisting, applying wood preservative on unexposed surfaces-Mixed Conifer 0.27 cu.m

17

Providing & fixing in position dressed wood work in frames of doors, windows, clerestory windows and other frames, wrought and framed-Mixed Conifer

0.10 cu.m

18

Providing & fixing 38mm thick Panelled or glazed doors and windows Shutters etc. complete including hinges-Mixed Conifer

5.51 sq.m

19

Providing & fixing brass sliding door bolt with nuts necessary screws etc. complete-200mm 1.00 each

20Providing & fixing brass handle with necessary screws etc. complete-125mm 2.00 each

21

Providing & fixing M.S tower bolt (barrel type) with necessary screws etc. complete-150mm 9.00 each

22Providing & fixing M.S. handle with necessary screws etc. complete-100mm 6.00 each

23Providing & fixing M.S. hook‐and‐eye with necessary screws etc. complete-100mm 4.00 each

24Providing & fixing M.S. door stopper with nuts and necessary screws complete 1.00 each

25

Providing & fixing bright finish brass spring‐loaded, hinged door‐closer with necessary screws etc. complete 1.00 each

26


0.89 cu.m

27

Providing & fixing Corrugated Galvanised Iron (CGI) sheeting, including bolts, hooks and nuts 8mm dia. with bitumen and G.I limpet washers filled with white lead for connection, excluding the cost of purlins, rafter and trusses-24g

29.16 sq.m

Page 4 of 5



28


17.27 m

29


29.16 sq.m

30

Providing & fixing Eaves board (225x25mm) with moulding fitted and fixed with necessary screws-Mixed Conifer 21.60 m

31Providing, making and fixing M.S. straps, flats, sole plates etc. 25.38 kg


55.37 sq.m

33

Providing & applying white or colour washing White washing with lime‐new work‐three coats

55.37 sq.m

34

Providing and applying finishing coats Acrylic washable distemper, one coat on old work

55.37 sq.m

35Providing, preparing and applying Sumdang washable painting-Rab

17.30 sq.m

36

Providing & laying Cement plaster skirting < 300mm height with cement mortar 1:3 with a floating coat of neat cement including rounding off junctions with floor-20mm

1.72 sq.m

37

Providing and laying 50mm thick Plinth Protection and grouted with fine sand mix including well rammed, finishing the top smooth With cement concrete 1:3:6, 20mm aggregates, laid over 75mm thick layer of compacted gravel (40mm)

17.28 sq.m

Page 5 of 5



38

Constructing second class brick masonry open surface drain in cement mortar 1:4 including earth work in excavation 100 mm thick concrete bed 1:5:10, 40mm aggregate and 25mm thick cement concrete 1:2:4,12 mm aggregate for filling haunches including 12mm cement plastering 1:4 with a floating coat of neat cement and disposal of surplus earth etc. complete-150mm x 200mm depth

20.00 m

39

Providing & laying cement concrete flooring 1:3:6, finished with a floating coat of neat cement 20mm aggregates, 50mm 4.20 sq.m

Total Amount:

Page 1 of 3

Name of Work : Construction of Guard house at Supreme Court Complex, LangjophakaSub Head: Electrification works.

Sl.No DESCRIPTION OF ITEM UNIT QTY RATE AMOUNTPVC conduit wiring

1

Wiring for lighting circuit with 1.1kV grade, PVC insulated copper conductor cable in recessed HDPE pipe including connections, painting, testing and commissioning etc. as required2X1.5 sq.mm m 15

2

Wiring for power circuit with 1.1kV grade, PVC insulated copper conductor cable in recessed HDPE pipe including connections, painting, testing and commissioning etc. as required2x4 sq.mm m 15

3

Supplying & fixing of socket/regulator on existing PVC/metal / moulded tough surface box (recessed or surface) including necessary cutting, connection testing etc. as required.RJ 11 telephone socket Each 1

4

Provide and draw high density polythene insulated & sheathed copper conductor 0.5mm dia telephone wire in existing surface/ recessed conduit wiring system complete as required2 pair m 10

5

Supplying and fixing of HDPE pipe on recessed including all accessories such as screws, bends, elbows, Tees, corners, etc. complete as required20mm m 2025mm m 20

6

Supplying & fixing of 6A switch on existing metal box with fibre sheet cover (recessed or surface) including necessary cutting, connection testing etc. as required.6A switch SP 1-way each 4

7

Supplying & fixing of metal boxes for switch/socket outlet/switch socket combined/ gang switches on surface including painting etc as required4 Module each 1

8

Supplying of prewired indoor fluoresent lamp luminiaries housing of CRCA sheet steel rail, end with lamp holders, copper wound ballast, starter, starter holder, terminal block etc. but without lamp, HPF suitable for wall and ceiling directly or pendantMounting box 1x36/40 watt each 1

BILL OF QUANTITIES

Page 2 of 3

Sl.No DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT

9

Supplying of prewired flame proof bulk head luminiaries housing of die-cast aluminium alloy, porcelain lamp holder, terminal block, heat resistant glass cover, wire guard, rubber gasket, aluminium ring, copper ballast, capacitor etc. but without lamp, suitable for HPL-N/ML-N lamp1x60 watt GLS (BC/ES) each 3

10 Supplying of GLS lamp 250v A.CGLS lamp 60 watt (BC) each 3

11 Supplying of fluorescent lamps 250volts A.CTL lamp 40watt each 1

12

Supplying of miniature circuit breaker (MCB) SPN 230volt A.C. complete with all accessories suitable to fix on the a din-bar etc., as required.6A each 116A 1

13

Supply of miniature circuit breaker (MCB) double pole, 230 volt A.C complete with all accessories suitable to fix on a din-bar etc. as required25A each 1

14

Supply of SPN distribution board (DIN type) without door, 230 volt A.C complete with all accessories without MCB/isolator/RCCB out going or incoming etc. as required2 way each 2

15

Erection of all outdoor surface tpye bulk head fitting with all accessories, fixing of lamp, testing etc. as required including connection with PVC insulated copper conductor1.5 sq.mm single core cable 1.1KV grade each 3

16

Installation,testing and commissioning of prewired fluorescent fittings of all surface type complete with all accessories and tubes directly on ceiling/wall as required including connection with PVC insulated copper conductor1.5sq.mm single core cable 1.1 KV grade each 1

17

Installation, testing and commissioning of SPN/DP miniature circuit breaker DIN type complete with all accessories to accommodate on/in prefabricated MS surface /MS cubical control panel boardincluding drilling holes, connections etc as required6A/16A each 2

18

Installation, testing and commissioning of SPN/DP miniature circuit breaker DIN type complete with all accessories to accommodate on/in prefabricated MS surface /MS cubical control panel board including drilling holes, connections etc as required

Page 3 of 3

Sl.No DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT25A each 1

19

Installation, testing and commissioning of SPN DB (DIN type, horizontal/vertical) with no door, metal door or arcylic door (double/single door) complete with all accessories to accommodate incoming RCCB DP 32/40A sensitivity 30/100/300mA and outgoing SP MCB 6/10/16A on/in prefabricated MSsurface /MS cubical control panel board including drilling holes, connections etc. as required -2 way each 2

20

Providing and fixing of earthing including all accessories, machinery enclosure, C.I cover plate having locking arrangement, watering pipe with excavation and refilling work including charcoal or coke and salt complete as required as per standard earthing drawingWith G.I earth plate 600x600x6mm each 1

21

Providing and laying of wire at 0.5m below ground level for conductor earth electrode including soldering etc., as requiredWith 4.06mm dia (8SWG) G.I wire m 10

22

Supplying of 2- Core 1.1KV grade PVC insulated and sheathed Aluminium conductor armoured power cables10 sq.mm m 50

23

laying of one number PVC insulated and sheathed power cable Aluminium armoured 1.1Kv single core to four core direct in the ground including excavation, sand cushing, protective covering and refilling the trenches etc. as requiredAbove 6sq.mm to 25sq.mm m 50

Total Amount

Page 1 of 2

Name of work: ka ka mani stairs and Granite Paving


1


4.38 cu.m

2


13.82 cu.m


4.02 cu.m

4


4.02 cu.m

5


1.34 cu.m

6

Providing & fixing Thermo‐Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending,binding and placing in position complete 10mm dia bar

29.26 kg

7


2.36 sq.m

8 Providing and laying of Cement mortar 1:3 (1 cement : 3 sand)

1.25 cu.m

Bill of Quantity

Page 2 of 2

Name of work: ka ka mani stairs and Granite Paving


9

providing and laying polished granite tiles 20mm thickness of sizes as per the drawing of approved quality and source in paving/flooring using necessary cement slurry for fixing the tiles with required slopes, curing cleaning filling the joints with pigment of similar colour and at all level with all leads and lift etc. complete as per direction of site in- charge and as per pattern required. 62.70 sq.m

10

Steel work welded, in built up sections, trusses, frame‐works including cutting, hoisting, fixing and appl. priming coat of red lead paint-In Tees, angles, flats and channels hollow section(MS hollow section) as per drawing

281.92 kg

11


Total Amount:

Page 1 of 2

Name of Project: Construction of Royal Supreme Court Complex at HejoSub Head: Construction of Lake

Bill Of Quantities

Sl. No.


1

Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed in ordinary soil.

1,566.76 cu.m

2Providing &laying dry earth bedding, including consolidating each deposited layer by watering, ramming and dressing.

232.84 cu.m

3 Providing and laying Hand packed stone filling or soling with stones. 261.44 cu.m

4

Providing and laying in position plain cement concrete excluding the cost of centering and shuttering ‐ All work upto plinth level, 1:3:6 (1 cement : 3 sand : 6 graded crushed rock 40 mm nominal size)

261.44 cu.m

5

Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement ‐ all work upto plinth level, 1:1:2 (1 cement : 1 sand : 2 graded crushed rock 20 mm nominal size) including adding admixtures i.e water proofing compounds or construction chemicals.

275.92 cu.m

6

Providing & laying in position reinforced cement concrete work in walls (any thickness) including adding admixtures i.e water proofing compounds or construction chemicals, excluding the cost of centering, shuttering and reinforcement, 1:1:2 (1 cement : 1 sand : 2 graded crushed rock 20 mm nominal size).

81.14 cu.m

7

Providing & fixing Thermo‐Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending, binding and placing in position complete.

14,990.22 kg

8 Providing and laying Bitumen felt Type 3 in bases etc. Grade 2. 745.07 sq.m

9 Providing & laying cement mortar 1:4 (1 cement : 4 sand). 26.30 cu.m

10

Providing & laying all sides chisel dressed rectangular flat stone (dolep) paving 50mm thick in cement mortar 1:4 on prepared bedding (excluding the cost of bedding).

7.72 sq.m

11

Providing & laying all sides chisel dressed rectangular flat stone (dolep) paving 150mm thick in cement mortar 1:4 on prepared bedding (excluding the cost of bedding).

649.80 sq.m

Page 2 of 2

Sl. No.


12Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork in foundation and plinth etc.

58.83 sq.m

13

Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork in Walls, pilasters, buttresses, string course etc.

539.30 sq.m

14 Supplying/collection and laying of stone aggregate, 40mm. 21.66 cu.m

15

Steel work welded, in built up sections, trusses, frame‐works, including cutting, hoisting, fixing and appl. priming coat of red lead paint In Tees, angles, flats and channels.

1,021.24 kg

16

Hand excavation and refilling in layers < 200mm, of trenches for pipes & sockets, cables, including dressing of sides/ ramming of bottom, depth upto 1.5m, disposal of surplus material within lead of 50m: All kinds of soil, Pipes, cables etc. 80mm < dia < 300mm.

230.46 m

17 Providing &laying sand bedding, including watering, ramming, dressing. 8.01 cu.m

18 Providing & fixing P.V.C pipes, including single or double socketed, pipe clip complete, 168mm dia. 142.34 m

19 Providing & fixing P.V.C pipes, including single or double socketed, pipe clip complete, 100mm dia. 18.12 m

20 Supplying/collection and laying of stone aggregate, 20mm. 1.33 cu.m

21Providing and fixing PVC water stopper at structural joint of width 250mm as per the specification, drawing and as directed, etc. complete

40.85 m

Total Amount

Page 1 of 3

Name of work: Open Area Theater

sl.no Description of item Qty Unit Rate Amount

1


36.77 cu.m

2

Providing &laying dry earth bedding, including consolidating each deposited layer by watering, ramming and dressing

42.92 cu.m

3Providing and laying Hand packed stone filling or soling with stones 1.56 cu.m

4


4.95 cu.m

5


15.09 cu.m

6


7.73 sq.m

7


59.49 cu.m

8

Providing &laying Coursed Rubble Masonry with hard stone hammer‐dressed in foundation & plinth-In cement mortar 1:3

1.11 cu.m

Bill of Quantity

Page 2 of 3


sl.no Description of item Qty Unit Rate AmountBill of Quantity

9

Providing & laying H.D.P.E pipes, pressure class 10kg/sq.m, including H.D.P.E fittings (excluding trenching, refilling & thrust block)-75mm for retaining

8.10 m

10

Providing, making & fixing woodwork dressed in traditional cornices complete as per standard design in Mixed Conifer, including applying wood preservative on unexposed surfaces, excluding decorative painting (Measurement to be taken along the cornice and wall junction line)-Lintel level 7.56 m

11


0.58 cu.m

12

Providing & fixing Corrugated Galvanised Iron (CGI) sheeting, including bolts, hooks and nuts 8mm dia. with bitumen and G.I limpet washers filled with white lead for connection, excluding the cost of purlins, rafter and trusses-

20.46 sq.m

13


9.56 m

14


20.46 sq.m

15Providing, preparing and applying Sumdang washable painting-Rab 7.56 sq.m

Page 3 of 3



16Providing & fixing bolts of various sizes including nuts & washers 11.06 kg

Total Amount:

Page 1 of 2

Name of Project: Construction of Royal Supreme Court Complex at HejoSub Head: Paving Works

Bill Of Quantities

Sl. No.


1

Earth work in excavation over areas, depth >300mm, width >1.5m, area >10 Sq.m on plan, including disposal of excavated earth within 50m lead and 1.5m lift & disposed soil to be neatly dressed in ordinary soil.

1930.461 cu.m


548.917 cu.m

3 Providing and laying Hammer dressed dry stone soling 261.441 cu.m

4


261.441 cu.m


6Providing & laying all sides chisel dressed rectangular flat stone (dolep) paving 50mm thick in cement mortar 1:4 on prepared bedding (excluding the cost of bedding).

2566.410 sq.m

7

Providing and laying Hammer dressed cut stone edging (150x200x400mm) with stones including excavation, refilling and disposal of surplus earth within 30 m lead with cement mortar (1:3) joints.

3005.930 m

8

Providing and laying Hammer dressed cut stone edging (+/-150x200x200mm-400mm) with stones including excavation, refilling and disposal of surplus earth within 30 m lead with cement mortar (1:3) joints.

422.140 m

9 Supplying/collection,stacking and laying of stone aggregate 50 mm. 201.728 cu.m


11 Providing & laying sand bedding, including watering, ramming, dressing 134.485 cu.m


13Providing & laying all sides chisel dressed irregular flat stone (dolep) paving 50mm thick in cement mortar 1:4 on prepared bedding (excluding the cost of bedding).

2689.700 sq.m

Page 2 of 2

Sl. No.


14

Providing and laying polished granite tiles 20mm thickness of size as per the drawing of approved quality and source in paving/flooring using necessary cement bedding in C.M 1:4 upto 20mm thick average cement slurry for fixing the tiles with required slopes, curing, cleaning, filling the joints with pigments of similar colour and at all levels with all leads and lifts etc. complete as per directions of site in-charge and as per pattern required.

48.000 sq.m

15 Providing & laying Random Rubble Masonry with hard stone in foundation & plinth In cement mortar 1:4. 0.338 cu.m

Total Amount

Page 1 of 5

Name of work: Construction of Pump House

sl.no Description of item Qty Unit Rate Amount

1


39.87 cu.m

2


22.26 cu.m

3

Providing &laying dry earth bedding, including consolidating each deposited layer by watering, ramming 3.99 cu.m

4


7.97 cu.m

5

Providing and laying Hand packed stone filling or soling with stones

19.54 cu.m

6


25.55 cu.m

7

Extra for random rubble masonry with hard stone in superstructure above plinth, below & including floor 2 level

63.82 cu.m

8

Applying a coat of hot bitumen (maxphalt) 80\100 or equivalent using 1.7 kg per sq.m including the surface

Bill of Quantity

Page 2 of 5



13.17 sq.m

9

Providing & laying in position reinforced cement concrete excluding the cost of centering, shuttering and reinforcement ‐ all work upto plinth level-1:2:4 (1 cement : 2 sand : 4 graded crushed rock 20 mm nominal size)

1.39 cu.m

10

Providing & laying in position reinforced cement concrete work in plinth and skirting courses, fillets, columns , pillars, posts and struts upto floor five level excluding the cost of centering, shuttering and reinforcement 1:2:4 (1 cement : 2 sand : 4 graded crushed rock 20 mm nominal

1.48 cu.m

11

Providing and laying in position plain cement concrete excluding the cost of centering and shuttering ‐ All work upto plinth level.1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size) 0.15 cu.m

12

Providing and laying in position plain cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centering and shuttering 1:3:6 (1 cement : 3 sand : 6 graded crushed rock 20 mm nominal size)

0.48 cu.m

Page 3 of 5



13


224.83 kg

14


18.16 sq.m

15

Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork- Lintels, beams, girders, bresummers, cantilevers etc.

6.57 sq.m

16

Providing & fixing in position dressed wood work in frames of doors, windows, clerestory windows and other frames, wrought and framed-Mixed Conifer

0.14 cu.m

17

Providing & fixing 38mm thick Panelled or glazed doors and windows Shutters etc. complete including hinges-

2.36 sq.m

18

Providing & fixing brass sliding door bolt with nuts necessary screws etc. complete- 1.00 each

19

Providing & fixing brass handle with necessary screws etc. complete-125mm 2.00 each

20

Providing & fixing roof framing, in trusses, purlins, rafters, posts, post plates including hoisting, etc. (excluding steel items)-Mixed

Page 4 of 5



1.06 cu.m

21

Providing & fixing Corrugated Galvanised Iron (CGI) sheeting, including bolts, hooks and nuts 8mm dia. with bitumen and G.I limpet washers filled with white lead for connection, excluding the cost of purlins, rafter and 89.23 sq.m

22


89.23 sq.m


306.81 sq.m

24

Providing & applying white or colour washing Colour washing\new work, two coats, including base coat of white washwith lime

289.81 sq.m

25

Providing and applying finishing coats Acrylic washable distemper, two coats on new work, including cement primer coat

289.81 sq.m

26

Providing & laying Cement plaster skirting < 300mm height with cement mortar 1:3 with a floating coat of neat cement including rounding off junctions with floor-20mm

6.18 sq.m

27

Providing & laying cement concrete flooring 1:3:6, finished with a floating coat of neat cement 20mm aggregates, 100mm thick

35.95 sq.m

Page 5 of 5



28


29

Providing, preparing and applying Yutshon painting (plain)-Washable 1.55 sq.m

30

Providing & fixing M.S. round hold‐down bolts with nuts and washer plates 60.02 kg

Total Amount:

Page 1 of 3

Name of Work : Construction of Pump house at Supreme Court Complex, Langjophaka

Sub Head: Electrification works.

Sl.No DESCRIPTION OF ITEM UNIT QTY RATE AMOUNTPVC conduit wiring

1

Wiring for lighting circuit with 1.1kV grade, PVC insulated copper conductor cable in recessed HDPE pipe including connections, painting, testing and commissioning etc. as required2X1.5 sq.mm m 23

2

Supplying and fixing of HDPE pipe on recessed including all accessories such as screws, bends, elbows, Tees, corners, etc. complete as required20mm m 20

3

Supplying & fixing of 6A switch on existing metal box with fibre sheet cover (recessed or surface) including necessary cutting, connection testing etc. as required.

6A switch SP 1-way each 3

4

Supplying & fixing of metal boxes for switch/socket outlet/switch socket combined/ gang switches on surface including painting etc as required4 Module each 1

5

Supplying of prewired indoor fluoresent lamp luminiaries housing of CRCA sheet steel rail, end with lamp holders, copper wound ballast, starter, starter holder, terminal block etc. but without lamp, HPF suitable for wall and ceiling directly or pendantMounting box 1x36/40 watt each 2

6

Supplying of prewired flame proof bulk head luminiaries housing of die-cast aluminium alloy, porcelain lamp holder, terminal block, heat resistant glass cover, wire guard, rubber gasket, aluminium ring, copper ballast, capacitor etc. but without lamp, suitable for HPL-N/ML-N lamp1x60 watt GLS (BC/ES) each 1

7 Supplying of GLS lamp 250v A.CGLS lamp 60 watt (BC) each 1

8 Supplying of fluorescent lamps 250volts A.CTL lamp 40watt each 2

9

Supplying of miniature circuit breaker (MCB) SPN 230volt A.C. complete with all accessories suitable to fix on the a din-bar etc., as required.6A each 2

BILL OF QUANTITIES

Page 2 of 3


10

Supply of miniature circuit breaker (MCB) double pole, 230 volt A.C complete with all accessories suitable to fix on a din-bar etc. as required25A each 1

11

Supply of SPN distribution board (DIN type) without door, 230 volt A.C complete with all accessories without MCB/isolator/RCCB out going or incoming etc. as required2 way each 2

12

Erection of all ioutdoor surface tpye bulk head fitting with all accessories, fixing of lamp, testing etc. as required including connection with PVC insulated copper conductor1.5 sq.mm single core cable 1.1KV grade each 1

13

Installation,testing and commissioning of prewired fluorescent fittings of all surface type complete with all accessories and tubes directly on ceiling/wall as required including connection with PVC insulated copper conductor1.5sq.mm single core cable 1.1 KV grade each 2

14

Installation, testing and commissioning of SPN/DP miniature circuit breaker DIN type complete with all accessories to accommodate on/in prefabricated MS surface /MS cubical control panel boardincluding drilling holes, connections etc as required

6A/16A each 2

15

Installation, testing and commissioning of SPN/DP miniature circuit breaker DIN type complete with all accessories to accommodate on/in prefabricated MS surface /MS cubical control panel board including drilling holes, connections etc as required25A each 1

16

Installation, testing and commissioning of SPN DB (DIN type, horizontal/vertical) with no door, metal door or arcylic door (double/single door) complete with all accessories to accommodate incoming RCCB DP 32/40A sensitivity 30/100/300mA and outgoing SP MCB 6/10/16A on/in prefabricated MSsurface /MS cubical control panel board including drilling holes, connections etc. as required -2 way each 2

Page 3 of 3


17

Providing and fixing of earthing including all accessories, machinery enclosure, C.I cover plate having locking arrangement, watering pipe with excavation and refilling work including charcoal or coke and salt complete as required as per standard earthing drawingWith G.I earth plate 600x600x6mm each 1

18

Providing and laying of wire at 0.5m below ground level for conductor earth electrode including soldering etc., as requiredWith 4.06mm dia (8SWG) G.I wire m 10

19

Supplying of 2- Core 1.1KV grade PVC insulated and sheathed Aluminium conductor armoured power cables10 sq.mm m 50

20

laying of one number PVC insulated and sheathed power cable Aluminium armoured 1.1Kv single core to four core direct in the ground including excavation, sand cushing, protective covering and refilling the trenches etc. as requiredAbove 6sq.mm to 25sq.mm m 50

Total Amount

Page 1 of 1

Name of Project: Construction of Royal Supreme Court Complex at HejoSub Head: Retaining wall at Kaka Mani and Behind Chief Justice Court for the landscape design

Bill Of Quantities

Sl. No.


1

Excavation in foundation trenches or drains not exceeding 1.5m in width or area 10 sq.m on plan, including dressing & ramming, disposal of surplus soil within 50m lead & 1.5m lift, ordinary Soil.

84.37 cu.m


438.11 cu.m

3 Providing and laying Hand packed stone filling or soling with stones. 261.44 cu.m

4


261.44 cu.m

5Providing & laying hammer dressed Random Rubble Masonry with hard stone in foundation & plinth In cement mortar 1:3.

7.87 cu.m

6Providing &laying Coursed Rubble Masonry (stacked thin stone) with hard stone hammer‐dressed in superstructure in cement mortar 1:3.

15.43 cum

7

Providing & laying Random Rubble Masonry with hard stone in foundation & plinth In cement mortar 1:3, Extra for random rubble masonry with hard stone in superstructureabove plinth, below & including floor 2 level.

217.89 cu.m


9Providing & laying all sides chisel dressed rectangular flat stone (dolep) paving 50mm thick in cement mortar 1:4 on prepared bedding (excluding the cost of bedding).

2,566.41 sq.m

10Providing & fixing centering and shuttering (formwork), including strutting, propping etc. and removal of formwork in foundation and plinth etc.

11.77 sq.m

11

Providing & laying H.D.P.E pipes, pressure class 10kg/sq.m, including H.D.P.E fittings (excluding trenching, refilling & thrust block) for weep hole-75mm dia including cement mortar 1:4 for all sides bedding.

102.30 m

Total Amount

Page 1 of 1

Name of work: Royal Supreme Court Construction

Sl. No.


1

Earthwork in excavation over areas, depth>300mm, width>1.5m, including disposal of excavated earth within 50m lead and 1.5m lift and disposed soil to be neatly dressed in ordinary soil.

353.76 cum

2

Providing and laying in position reinforced cement concrete excluding the cost of centering and shuttering-(1:2:4) including sika watertight concrete powder

118.80 cum

3

Providing and fixing centering and shuttering( formwork), including strutting, propping etc.and removal of formwork

277.2 sqm

4

Providing & fixing Thermo‐Mechanically Treated reinforcement bar (Yield Strength 500 MPa) for R.C.C work including cutting, bending, binding and placing in position complete

3790.89

5 Providing and laying cement mortar(1:5) 1.32 cum

6 Supplying/collection, stacking and laying of stone aggregate 1287.00 cum

7Providing and laying exposed aggregate finish. River gavel to be approved by Landscape architect.

429.00 sq.m

Total Amount

Sub Head: River Works

Documents

Construction of 1 No. RCC Reservoir I (120Cum) with ...€¦ · manhole cover & frame, washout pipe including transportation cost upto work site, etc. complete. No. 3.00 23: Supply,