Construction of Disabled Friendly Toilet and Ramp (Right of Person with Disability Act-2016) at Civil Supply Godown, Khadiya Dist. Junagadh

Name of Work :- Construction of Dissablled friendly Toilet and Ramp ( Right of Person with Dissability

Act - 2016 ) at Civil Supply Godown, Khadiya, Dist. : Junagadh.

BILL OF QUANTITIES

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

1 13.75 Excavation for foundation upto 1.5 m depth 122.94 CUM

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A) Loose or Soft Soil

2 6.00 Excavation for foundation for depth from 1.5 m to 136.30 CUM

3.00 m including sorting out and stacking of

useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or Soft Soil

3 5.00 Providing and laying cement concrete 1:2:4 (1 3805.29 CUM

Cement : 2 corse sand : 4 granded stone aggregate

20mm nominal size) and curing complete including

cost of form work in (a) Foundation and Plinth

4 2.25 Providing and laying cement concrete work 1:2:4 4189.91 CUM

(M-15)(1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete work in (B)

Slabs, landing, shelves, Balconis , Lintels, Beams,

Girders and Cantilever upto floor two level.

5 12.00 Applying general insecticide pest control treatment 39.09 SQM

to floors, cupboards etc including labour material

etc. complete. Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight 0.50 percent is

recommended one litre chemical emulsion dillute

with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one litre

chemical emulsion appication 0.5 Litre chemical /

Sqm of surface is recommended as per I.S

6 3.00 Filling available excavated earth (excluding Rock) 136.92 CUM

in trenches, plinth, sides of foundation etc. in layers

not exceeding 20.cm. in depth consolidating each

deposited layer by ramming and watering.

7 2.00 Filling in plinth with sand under floors 481.80 CUM

includingwatering ramming, consolidating and

dressing etc.complete.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

8 3.00 Filling in foundation and plinth with murrum or 301.78 CUM

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc. complete.

9 12.00 Brick work using common burnt Clay building 4245.09 CUM

bricks having crushing strength not less than 35 kg /

sq.cm in foundation and plinth in Cement mortar

1:5 (1 Cement : 5 fine sand) (A) Conventional

10 1.25 Providing and laying controlled cement concrete 9166.36 CUM

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the

cost of reinforcement for R.C.C. work in (A)

BEAMS :(ii) Having cross-sectional area more than

0.08Sq.M and upto 0.12 Sq.M

11 0.50 Providing and laying ordinary cement concrete 8518.15 CUM

1:2:4 (1- Cement 2- coarse sand : 4- graded stone

aggregates 20 mm nominal size) for R.C.C lintel

including finishing smooth with,curing etc.

complete including the cost of formwork but

excluding the cost of reinforcement.

12 0.25 Providing and laying cement concrete 1:2:4 (1- 6693.29 CUM

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) for reinforced

concrete Chhajjas not exceeding 10cm. thickness

upto floor two level including finishing the exposed

surfaces with cement mortar 1:3 (1-cement, 3 Fine

sand) to give a smooth and even surface centering

and formwork and curing complete excluding cost

of reinforcement.

13 1.75 Providing and laying ordinary cement concrete 7454.03 CUM

1:2:4 (1- Cement 2- coarse sand : 4- graded stone

aggregates 20 mm nominal size) exposed work with

curing etc. complete including the cost of formwork

but excluding the cost of reinforsement for R.C.C

work in (iii) Slabs having more than 10 cm and

upto 13 cm. thickness

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

14 1.00 Providingandlayingcementconcrete1:3:6 (1- 3070.94 CUM

Cement: 3-Coarsesand :6- Graded brick ba

taggregate 40mm normalsize ) and curing complete

excluding cost of form work in (A) Foundation and

15 5.00 Providing cement VATA (10 cmx10 cm 24.28 Rmt

size)quartar round in cement mortar 1:1 including

neat cement finishing watering etc.complete

16 10.00 Brick work using common burnt Clay building 4526.81 CUM

bricks having crushing strength not less than 35 kg /

sq.cm in super structure above plinth level up to

floor two level in Cement mortar 1:5 (1 Cement :

fine sand) (A)conventional - Ground Floor.

17 4.00 Brick work using common burnt Clay building 4569.24 CUM

bricks having crushing strength not less than 35 kg /

sq.cm in super structure above plinth level up to

floor two level in Cement mortar 1:5(1 Cement :

fine ) Conventional - First Floor.

18 510.00 Providing TMT Bar FE 500D reinforcement for 77.29 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two level.

For Ground Floor.

19 2.75 Providing and fixing 35mm thick SINGLE 5836.74 SQM

SHUTTER HINGED flush door of BWP Grade

confirming to IS-710 of approved quality and

design including applying of 1mm thick laminate

sheet of approved quality and design to both both

side, all edges shall be covered with 35x12mm first

class teakwood bedding incl. required steel finished

brass hardware like hinges, handles, mortice locks,

door stop, stoppers and lock,etc. of approved brands

and including extruded aluminum colour anodized

"L" section main outer frame size 63.50mm x

38.00mm x 2.50mm (of jindal section 19552 @

Wt.1.1165 kg/mt) filled with country wood and

providing and applying minimum 3 coats of

Melamine Polish and two coats of sealer etc.

complete as directed by Engineer-in-Charge.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

20 1.00 Providing and fixing standared extruded of 3140.63 SQM

aluminium section adjustable LOUVER Ventilation

system with adjustable Louvers of required blade

and 100mm wide 4mm thick Bajari Figured glass

incl. provision for exhaust fan etc complete for

Louvered Ventilation.

21 22.00 Providing and fixing M.S. grills of required pattern 106.23 Kg

to wooden frames of windows etc. with M.S. flats

at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by

screws (A) Plain Grill.

22 6.75 Providing and fixing AISI 304 Grade stainless steel 3422.32 SQM

knock down railing system comprising 50mm dia

Railing Pipe fixed on 32 X 32 mm X 16G SS

Balustrade of 850mm height placed at maximum

600mm C/C distance along with Two SS horizontal

mambers of 16mm dia ( 16G) connected at the side

of balustor with SS brackets. The balustrade shall

be mounted on floor with base plate using specially

designed anchor fasteners and concealed by AISI

304 Grade SS base cover cap (Wall thickness of

pipes shall be taken as 1.50mm along with all

visible component developed in high grade SS and

wherever required, joints to be filled with bushings

for extra strength).

23 0.75 Providing and laying Both side polished Black 5065.95 SQM

Granite Stone 18 mm.thick ( all edge machine cut

and rounding mirror polished) of approved shade

for CB Shelf / Urinal Partition purpose including

making groove in the wall, moulding the open

edges full round and jointed with grey cement

slurry including rubbing and polishing etc.

complete. as required and directed by Engineer- in-

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

24 0.75 Providing and Fixing Sandwich type standing 5880.66 SQM

plateform in kitchen using 18mm thick Black

GRANITE in top and sides and and 25 to 30 mm

thick one side polished Kota Stone in base

including 0.60 mt. wide vertical support of both

side polished polished Kota Stone and one

horizontal shelf 60 cm wide below plateform as

required and including 50mm wide facia patti in

front incl. moulding the exposed edges in half

round with all material, tools and labour etc.

complete as directed by Engineer-In-Charge.

25 3.00 Providing and laying 18mm thick Black Granite 3193.56 SQM

Stone ( all edge machine cut and rounding mirror

polished) of approved shade in Cills & Jambs incl.

applying coarse-cum-fine sand on the back side of

the granite with approved adhesive like Araldite or

eq. to make the surface rough for better bonding

with the wall surface on 10 mm. thick Cement

Mortar 1:3 (1-cement, 3-coarse sand) laid and

jointed with white cement slurry including rubbing

and polishing complete. use single piece or two

pieces incl. overlapping in up-down position

granite stone for jambs & soffits as required and

directed by Engineer- in-Charge.

26 32.50 Providing and laying coloured glazed tiles of the 1488.24 SQM

size 300 mm x 600 mm x 8 mm in skirting and

dedo on 10 mm. thick cement plaster 1:3 (1 cement

: 3 coarse sand) & jointed with white cement slurry.

27 14.25 Providing and Fixing 15 mm thick 300 mm x 300 1964.44 SQM

mm Tactile Warning Tiles (Attention Tiles i.e.

Tactile Warning Surface Indicator {TWSI}) of

Johnsan Endura Tac Button Yellow Plus or

equvqlent make in flooring laid on 20 mm thick

cement mortar 1:6 (1 cement : 6 coarse sand) on

new surface and jointed with cement slurry

including finished with flush pointing & cleaning

the surface for all floors as per detailed drawing etc.

complete as directed by Architect or Engineer in

charge. Thse tiles shall be Anti Skid, Chemical

Resistant, Fade Proof, Frost - Heat & Weather

Proof, High Flexural Strength, Highly Durable,

Stain Resistance . All Tactile Warning Tiles meet

the specific size and dimension standards as

required by ISO/FDIS

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

28 10.00 Providing and laying Ceramic tiles 6mm thick in 900.29 SQM

flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand ) finishing with flush pointing in white

29 38.00 Providing and Fixing pre-cast Rubber Dye / Steel 706.93 SQM

dye inter locking Concrete block 60mm thick with

grade of concrete M-30 pneumatic

compressed/Vibrated mechanically and as per

approved design confirming to IS 15658 :

including 35 mm sand layer for levelling and filling

the joint with sand in proper line and level as per

guidelines of IRC SP 63-2018 etc. complete.

30 5.00 Providing & Fixing of Retroreflective High 1445.83 No.

intensity grade on Acrylic plate of size 450mm

150mm made of 3 mm thick Acrylic name plate

with lettering using High intensity grade retro

reflctive letters, incl. fixing on each chamber as

directed & Instructed by Engineer- in- Charge.

31 1.50 Providing 15 mm thick cement plaster in single 246.05 SQM

coat on fair side Brick/Concrete walls for interior

plastering upto floor two level finished even and

smooth and finishishing with floating coat of neat

cement slurry.(1) Cement Mortar 1:3 (1 Cement :

sand) For GROUND Floor.

32 14.50 Providing 10 mm thick cement plaster in single 222.33 SQM

coat on fair side Brick/Concrete walls for interior

plastering on ceiling and soffits of stair upto floor

two level finished even and smooth and finishishing

with floating coat of neat cement slurry.(1) Cement

Mortar 1:3 (1 Cement : 3 sand) For GROUND

33 69.25 20 mm thick sand faced cement plaster on wall upto 342.41 SQM

height 10 mts.above ground level consisting of

mm thick backing coat of C.M 1:3 (1 cement :

sand )and 8 mm thick finishing coat of C.M 1 : 1(1

cement : 1 Sand) etc. complete.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

34 16.00 Applying two coats of putty and two coats of 40.59 SQM

primer of approved brand and manufacture on new

wall surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matterand sand papered

35 16.00 Wall painting (Three coats) with plastic emulsion 125.40 SQM

paint of approved brands and manufacture on

undecorated wall surfaces to give an even shade

including thorougnly brushinf the surface free from

mortar droppings and other foreign matter and sand

papered smooth including Applying two coats of

Birla or Asian acrylic lappy (purty) and two coats

of primer of approved brand and manufacture on

new wall surface to give an even shade.

36 70.00 Finishing wall with weather proof exterior emulsion 120.26 SQM

paint on wall surface(two coats) to give an required

shape even shade after thoroughly brushing the

surface to rempve all dirt, and remains of loose

powdered materials etc complete.

37 17.00 Providing laying and jointing in true line and level 876.90 Rmt

110 mm dia. U.P.V.C. SWR Type B pipe

conforming to IS 13592-1992 with one end plain

and other end socketed with rubbering & fitting

conforming to ISI 14735-1999 of approved make

for drainage system pipe line, pipe shall be jointed

with each other with rubber lubricant.Pipe shall be

fixed on the wall using of PVC clamp of the size

110 mm dia X 149 mm length X 145 mm high at

every 2000 mm center to center or shall be

concealed in wall as directed including necessary

fittings such as bends, shoes etc. including testing

of pipe and joints and jointed with adhesive solvent

cement, including cost of all materials.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

38 12.00 Providing laying and jointing in true line and level 834.38 Rmt

160 mm dia. U.P.V.C. SWR Type B pipe

conforming to IS 13592-1992 with one end plain

and other end socketed with rubbering & fitting

conforming to ISI 14735-1999 of approved make

for drainage system pipe line, pipe shall be jointed

with each other with rubber lubricant.Pipe shall be

fixed on the wall using of PVC clamp of the size

160 mm dia X 210 mm length X 196 mm high at

every 2000 mm center to center or shall be

concealed in wall as directed including necessary

fittings such as bends, shoes etc. including testing

of pipe and joints and jointed with adhesive solvent

cement, including cost of all materials.

39 7.00 Providing laying and jointing in true line and level 195.67 Rmt

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

40 7.00 Providing laying and jointing in true line and level 148.12 Rmt

40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

41 6.00 Providing laying and jointing in true line and level 91.84 Rmt

25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

42 3.00 Providing laying and jointing in true line and level 72.65 Rmt

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of

43 1.00 Providing and Fixing 50mm dia PVC Heavy Duty 1091.81 No

valve of approved quality with required fitting and

adhesive incl. fixing the same with new or existing

line as directed by EIC.

44 1.00 Providing and Fixing 40mm dia PVC Heavy Duty 969.85 No

valve of approved quality with required fitting and

adhesive incl. fixing the same with new or existing

line as directed by EIC.

45 1.00 Providing and Fixing 25mm dia PVC Heavy Duty 667.86 No

valve of approved quality with required fitting and

adhesive incl. fixing the same with new or existing

line as directed by EIC.

46 1.00 Providing and Fixing 15mm dia PVC Heavy Duty 545.91 No

valve of approved quality with required fitting and

adhesive incl. fixing the same with new or existing

line as directed by EIC.

47 1.00 Providing and fixing 600 mm x 450 mm. bevelled 859.41 No

edge mirror or superior glass mounted on 6 mm.

thick A. C. sheet or plywood sheet and fixing to

wooden plugs with C. P. Brass screws and washers.

48 1.00 Providing and fixing screw down bib taps of 214.81 No.

following size.(A) Brass screw down bib tap

polished bright. (ii) 20mm dia.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

49 1.00 Providing and fixing wash down water closet ( 4706.41 No.

Orrissa Pan )with integral 'P' or 'S' trap including

jointing the trap with soil pipe in cement mortar 1:1

(1 cement : 1fine sand) including providing and

fixing wash down water closet with C.P. Brass

hinges and rubber buffers including Providing and

fixing Jet Sprey , Seat Cover, 15mm dia angel

Valve of approved quality and Dual Flush tank of

approved quality etc. complete.

50 1.00 Providing and fixing Table Top WASH BASIN of 6999.20 No.

approved model and brand having size 480 x 370 x

110mm with single hole for pillar tap with C.I. Or

M.S. brackets painted white including cutting holes

and making good the same and incl. including

15mm dia swan neck type pillar cock, 15mm dia

angular stop cock, Waste pipe, M.I Fisher Union

51 1.00 Providing and fixing C.P. brass towel rail comlete 616.42 No.

with C.P. brass brackets fixed to wooden plugs

with C.P. brass scews.(B) 600mm x 20mm size.

52 1.00 Providing and fixing Urinal or approved quality 1631.88 No

including connection with trap and with (A)

Squatting plate pattern white earthen were 550mm

53 2.00 roviding and fixing PVC SWR Nahni Trap IS 586.27 No

14735 for drain - 100 mm diameter with jali of the

following nominal diameter of self cleansing design

with C.I. Scread down or hinged grating including

the cost of cutting and making good the wall.

54 1.00 Providing and fixing S.W Gully trap with C.I 1246.92 No

grating brick masonary chamber and water tight

C.I.cover with frame of 300 mm x 300 mm size

(inside) with standard weight. (i)Square mouth

traps.(B) 150 mm x 100 mm size -P or R type.

55 1.00 Constructing brick masonry road gully chamber 8767.25 No

1100mm x 500mm x 775mm including 500mm x

450mm C.I. horizontal grating with frame and

vertical grating complete.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

56 750.00 Providing erecting and fixing tripple coated PVC 10.92 Ltr

water tank of required capacity each including

necessary transportation to the site, making

plateform with matching flooring to the terrace,

fixing fitting and connecting to inlet and outlet with

all necessary fittings & connection complete on

57 1.00 Providing and fixing ball cock of approved quality 189.84 No

as directed.(A) Vitreous china (ii) Copper metal-

58 7.00 Providing and fixing Braille indicator of size 170 940.82 No.

mm x 35 mm made out of SS 304, matt finish for

hand rails of the approved design and hame have

braile dots raised 0.5 mm above the base plate to be

installed at specific locations as per direction of

Engineer in charge.

It. Qty Estimated Item of work Estimated rate Unit Total Amount

It. Qty Estimated Item of work Estimated rate Unit Total Amount

No but may be In Figures In words according to estimated

59 16.00 Providing and fixing conspectus tape 50 mm width 627.21 Mtr

on treads of staircase including cutting, pasting etc.

as per harmonised guidelines complete in all

respects on the entier satisfaction of engineer in

60 1.00 Providing and fixing Acrylic multilingual braile 1986.17 No.

(raised dots) DIRECTIONAL SIGNBOARDS of

size 225 x 150 mm designed as per accessibility

standards and having 3.5 mm thick acrylic base

plate with Upper Case San Serif words made of

white acrylic non glare cut out letters of height

mm raised not less than 0.8 mm above base plate

and the equivalent word written in Gujarati, English

or Hindi non glare acrylic cut arrow pointing in the

require direction. Each signboard to be fixed as per

manufacturers specifications on the wall at the

approved location and at a height of 1200 mm from

Floor level complete as per design / specifications

and guidelines as per entire satisfaction of the

Engineer in charge.

" I / We Am / Are willing to carry out the work @ __________ % @

(should be written in Figures and Words) of the estimated rates mentioned above, Amount of

My / Our tender works out as under :-

Estimated Amount Put to tender. Estimated Amount Put to tender.

Add. _______ % Above Rs. ____________ Deduct _______ % Below Rs. __________

In Words In Words

1 All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

2 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site moisture,

3 The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-1978 and G.R. No.

TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contractor

4 Testing of materials as per statement attached with the specifications. The materials shall be tested in G.E.R.I. Bill for testing shall be paid by the department

and 1 % (One percentage) of amount put to tender after deduction the cost of cement & steel mentioned in clause 59(a)

5 In R.C.C. item where there is change of grade mix or change as per actual mix design the difference of of cement consumption shall be added / deducted from

rate of original item at the rate mentioned in tender.

6 For earthquake resistance provision the works shall be carried cut as per the instruction of Engineer in charge.

7 The other conditions of Schedule "B" will remain unchanged.

8 Labor Cess 1 % (One Percent) of Bill Amount shall be recovered from contractor of building or other construction works. (Resolution of Employment and

condition Act 1996)

Signature of Contractor Executive Engineer