Repairs to Civil Supply Godown Building at Visavadar, Ta. Visavadar Dist. Junagadh (RCC road, RCC flooring, Boundary Wall repairing, Plaster and Colour work)

Name of Work :- Repairs to Civil Supply Godown Building at Visavadar, Ta. : Visavadar, Dist. :

Junngadh. ( RCC Road, RCC Flooring, Boundary Wall repairing, Plaster and Colour

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

1 274.00 Excavation for foundation upto 1.5 m depth 117.08 CUM

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or Soft Soil

2 258.00 Excavation for foundation for depth from 1.50 m to 129.81 CUM

3.0 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 70.00 Demolition of Brick work and stone masonry 536.09 CUM

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

lift.(ii) In Demolition of Brick work and stone

masonry including stacking of serviceable materilas

and disposal of unserviceable materials with all lead

and lift.(ii) In Demolition of Brick work and stone

masonry including stacking of serviceable materilas

and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

4 384.50 Providing and laying cement concrete 1:3:6 (1- 3005.76 CUM

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and

5 2.10 Providing and laying controlled cement concrete M 5071.35 CUM

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement

for reinforced concrete work in (A)

Foundations,Footing base of columns.

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

6 0.50 Providing and laying controlled cement concrete M 7757.89 CUM

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

reinforced concrete work in (A) Column from

Footing Top to Plinth Beam

7 0.20 Providing and laying controlled cement concrete M- 9201.31 CUM

200 and curing complete including the cost of

formwork with ordinary timber planking so as to give

a rough finish incl. centering shuttering strutting and

propping etc.. but excluding the cost of reinforcement

of R.C.C. work in Columns, Pillars posts and struts

for Ground Floor Level.

8 31.40 Providing and laying controlled cement concrete M- 5736.56 CUM

250 and curing complete including the cost of

formwork with ordinary timber planking so as to give

a rough finish incl. centering shuttering strutting and

propping etc..but excluding the cost of reinforcement

for reiforced concrete work in Beams for Plinth

9 6.30 Providing and laying cement concrete 1:3:6 (1- 4046.21 CUM

Cement : 3- Coarse sand : 6- crushed stone

aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps /

10 39.20 Brick work using common burnt clay building bricks 4051.78 CUM

having crushing strength not less than 35 kg./Sq.Cm.

in foundation and plinth in Cement Mortar 1:5. (1-

Cement : 5 -fine sand)(B) Conventional

11 36.00 White Stone Bela mesonry block in course in 5084.15 CUM

superstructure with stone of approved quality in Lime

Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including

packing the joints etc. complete.

12 6289.00 Providing TMT Bar FE 500D reinforcement for 76.21 Kg.

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

in position complete upto floor two level.

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

13 2161.00 20 mm thick sand faced Mala cement plaster on wall 326.11 SQM

upto height 10 mts.above ground level consisting of

12 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.

14 3456.00 Finishing wall with weather proof exterior emulsion 114.53 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.

15 14.00 Providing laying and jointing in true line and level 831.22 MTR

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

16 29.00 Providing and fixing M.S. Grills for , Hollow pipe 1968.26 SQM

50x50mm framed Entry gate/ Wicket gate/ gate etc

Grill made of of 25x25mm size Hollow M.S.Pipes

design as per Drawing , welding pipes in frame incl.

cutting, transportion, primer & oil painting, fixing in

position 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

17 224.00 Providing and fixing 0.75 metre high fencing with 613.06 MTR

1.50 metre long M.S. Angle ( Y Type Fabricated )

posts 40 mm. X 40 mm. X 6 mm. And oil painting

coats fixed at 3.00 mt. C/c with One horizontal Circle

of 450mm dia of Razer Blade wire weighing

Kg / Rmt, strained and fixed to posts with G.I.

staples, including fixing posts in RCC Column of

boundary wall, dismentalling rcc

colum/copping/brick wall and cement concrete 1:2:4

for grouting the post etc. complete as directed by

Engineer-in-charge.

18 29.00 Construction of Cattle Trap of required Size ( depth 12195.20 SQM

shall be 1.20 M for Excavation ) consisting of

Excavation, 15mm Thick Base PCC in 1:3:6

Proportion, 0.23 M thick R.C.C. Vertical Fins (

1:2:4) alround and reinforcement @ 35 Kg / Cum in

Vertical Fins, channel section ISMC of size 100mm

X 50mm X 5mm on edges of fins and at every

c/c on short span welded with 50mm dia heavy duty

G.I. Pipe at 5 Cm interval and one coat of metal

primer and two coats of oil painti including

construction of cleaning pit at any suitable side of the

cattle guard of size 0.90 X 0.90 X 1.20 Cosnsiting of

Excavation, Partition Wall alround, Base P.C.C.

(1:3:6), Top cover using 1mm thcik M.S. Sheet incl

providing proper opening between cattle trap and pit

etc. complete as per detail drawing and directed by

Engineer in Charge. ( For payment only Length and

width of the top will be mulplied )

19 2097.00 Removing and scraping of old deteriorated plaster of 18.94 SQM

any thickness fromm wall / R.C.C member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

20 59.30 Demolition including stacking of serviceable 1030.81 CUM

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

21 498.00 Filling in foundation and plinth with murrum or 289.06 CUM

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating 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

22 584.40 Providing, laying, spreading and compacting stone 1058.21 CUM

aggregates of specific sizes to WBM Grade-I

specification using 63mm to 45mm metal (@

0.91cum per 10 sqmt loose qty) with stone screening

of 11.2mm (@ 0.18cum per 10 sqmt loose qty) and

stone dust (@ 0.06cum per 10 sqmt loose qty) as

filler material, including spreading in uniform

thickness, with consolidation by vibratory roller in

stages to proper grade and camberm applying and

brooming requisite type of screening / binding

materials to fill up the interstices of coarse aggregate,

watering and compacting to the required density as

per MoRTH. (By Mechanical Means). as directed by

the Engineer in Charge.

23 338.40 Constructing 25 cm thick Wearing Coat of M-250 6223.07 CUM

grade concrete for cement conctere work, using

cement content as per approved Design Mix of

specified grade for reinforced cement concrete /

Cement Concrete work including the cost of

centering shuttering finishing and cost of admixtures

in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, improve

workability without impairing strength and durability

as per direction of the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (Cement level 380 kg ). The surface

shall be compacted with needle vibrator and twin

beam screed vibrator and surface hardner (Fosroc /

Sikka or as directed by E.I.C) shall be applied @

Kgs/Sqmt and finally the surface shall be prepared by

applying power trowel and made smooth by making

necessary grooves at specified spacing (3.5mt

interval) as directed by the Engineer in charge.

Construction joint shall be provided at every

mts length and width as directed by the engineer in

charge by providing dowel bars of 25mm dia. and

longitudinal bars of 12mm dia both at 0.30mt C/C.

24 335.00 Providing and fixing pre-cast concrete kerb stone of 383.38 MTR

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing

in proper line and level,filling the joint with C:M 1:3

(1cement:3fine 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

25 1029.00 Providing and fixing pre-cast Rubber Dye / steel Dye 686.90 SQM

inter locking concrete block 60mm thick with grade

of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc.

26 7.15 Providing and fixing in position FE 500D TMT bar 72601.86 M.T.

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

27 614.00 Providing 15 mm. Thick cement plaster in single coat 234.33 SQM

on fair side Brick/concrete walls for interior

plastering up to floor two level and finished even and

smooth in : (I) Cement Mortar 1:3 ( 1-Cement : 3-

Sand ) including finishing with a floating coat of neat

28 30.00 Supplying fixing & joining reinforced concrete heavy 649.92 MTR

duty non pressure pipe carrying indian railway

standard with collars for culverts carring heavy traffic

as per Indian railway standard specification including

setting and joining the pipe in cement mortar 1:2

watering or laying (to level and slope )of I.S.class NP-

3 300mm dia internal

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

29 20.00 Providing laying and jointing in true line and level 835.15 MTR

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

30 1203.00 Distempering (two coats) with oil bound distemper of 72.07 SQM

approved brand & manufacturer & of required shade

on WALL SURFACES to give an even shade, over

& including a priming coat with a distemper primer

of approved brand & manufacture after thoroughly

brushing the surface free from mortar dropping &

other foreign matter & also including preparing the

surface even & sand papered smooth.

31 20.00 Providing and fixing rolling shutters of approved 3503.41 SQM

make made of 80 mm wide M.S. laths inter-locked

together through their entire length and jointed

together at the ends by end locks mounted on

specially designed pipe shaft with bracket plates,

guide channels and arragements for inside and

outside locking with push-pull operation including

the cost of hood cover and spring etc. complete.(A)

Shutters having width below 3.5 M.

32 1207.00 Painting two coats (including priming coat) on new 122.81 SQM

steel and other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn

the surface of all dirt, dust and other foreign matter.

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

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

(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, weather etc.

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