Repairing & Renovation work & Regarding Civil Works under RPWD Act, 2016 at ITI Mandvi (Providing Razor Coil, Display Direction Board, Culvert, Handicap Toilet Unit, High Mask Pole & Other Misc. Repairing Work) Ta. Mandvi Dist. Kachchh

Name of work :-

Repairing & Renovation work & Regarding Civil Works under RPWD Act,

2016 at ITI Mandvi (Providing Razor Coil, Display Direction Board, Culvert,

Handicap Toilet Unit, High Mask Pole & Other Misc. Repairing Work) Ta.

Mandvi Dist. Kachchh

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

1 1.00 Dismentaling the existing Concrete 5050.00 Rupees Five Nos.

structure with Pipe including Thousand Fifty

removing and stacking the Only

dismentelled material as and there

2 3.00 Diversion of water course, 5050.00 Rupees Five Ls.

providing earthwork as may be Thousand Fifty

necessary for foundation and Only

maintaining the same for the

period as may be necessary.

3 440.15 Excavation for foundation upto 1.5 122.94 Rupees One Cmt

m depth including sorting out Hundred

and stacking of useful Twenty Two

materials and disposing off the And Paise

excavated stuff upto 50 Meter Ninety Four

lead.(A) Loose or soft soil. Only

4 15.30 Providing and filling in foundation 3327.08 Rupees Three Cmt

with ordinary Cement concrete M- Thousand

100 mix and providing necessary Three Hundred

vertical pin headers including Twenty Seven

formwork, vibrating, ramming and And Paise

curing complete. Eight Only

5 243.93 Providing and casting in situ 3737.13 Rupees Three Cmt

Ordinary cement concrete M-150 Thousand

for R.C.C. Raft and cut-off walls Seven Hundred

including necessary shuttering Thirty Seven

laying, vibrating, ramming and And Paise

curing complete. Thirteen Only

6 45.00 Supplying and fixing reinforced 4710.55 Rupees Four Rmt

concrete heavy duty nonpressure Thousand

pipes with collars for culverts Seven Hundred

including setting and joining the Ten And Paise

pipes in C.M. 1:2 watering and Fifty Five Only

laying (To level of slops of I.S. 458 /

1971 Class NP4 of following

internal diameter. (iv) 900 mm dia.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

7 4788.65 Providing TMT Bar FE 500D 77.29 Rupees kg

reinforcement for R.C.C. work Seventy Seven

including bending, binding and And Paise

placing in position complete upto Twenty Nine

floor two level. Only

8 70.00 Providing & laying weep hole in 86.69 Rupees Eighty Nos.

Aburtments, and returns by using Six And Paise

A.C. pipe of 100mm including Sixty Nine Only

laying in proper grede and jointing

the completed as per detailed

9 167.46 Distempering with dry distemper of 66.32 Rupees Sixty Smt

approved brand and manufacture Six And Paise

(Three coats) and of required shade Thirty Two Only

on wall surfaces of given an even

shade, over and including a

priming coat of whiting after

thoroughly brooming the surface

free from mortar dropping and

other foreign matter.

10 35.00 Providing and laying cement 3740.22 Rupees Three Cmt.

concrete 1:2:4 (1- Cement : 2- Thousand

Coarse sand : 4- Crushed stone Seven Hundred

aggregates 20 mm nominal size) Forty And

and curing complete excluding cost Paise Twenty

of formwork in (A) Foundation and Two Only

11 28.31 Providing and laying controlled 4808.61 Rupees Four Cmt.

cement concrete M.250 and curing Thousand

complete including the cost of Eight Hundred

formwork and reinforcement for Eight And

reinforced concrete work in (A) Paise Sixty One

Foundations, footings, Base of Only

columns and Mass concrete.

12 32.73 Steel work, riveted in built up 6747.08 Rupees Six kg

sections framed work including Thousand

cutting, hoisting, fixing in position Seven Hundred

and applying a priming coat of red Forty Seven

lead paint. (D) In trussses and And Paise

trussed purlins, upto 25 M. span Eight Only

and 15 M ovarall height.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

13 177.00 Providing and fixing of Corner 800.07 Rupees Eight Smt

Angle for Various Flashing in Hundred And

100mm x 100mm size in Equal Paise Seven

Shape with 5mm edge lipping on Only

both side . The Angle Flashing shall

be made out of 0.5 mm thick pre

coated GI sheet with edge bending

of approximate 5mm. The

Precoated sheet shall be of

minimum 240 mpa steel grade

confirming to IS 14246:1995 and

shall have zinc coating of minimum

120 gsm as per IS:277:1992 , 5-7

microns epoxy primer on both side

of the sheet and polyester top coat

15-18 micron. The PPGI Sheet shall

have plastic protective guard film of

minimum 25 microns to avoid

scratches during transportation.

The U track shall be fixed with

suitable POP rivet with wall and

roof panels with minimum spacing

14 226.10 Earthwork for embankment 177.91 Rupees One Cmt.

including breaking clods, dressing Hundred

with all lead and lift and including Seventy Seven

watering rolling and consolidation And Paise

of subgrade in layers at O.M.C. to Ninety One

required dry density including Only

filling the depression which occur

during the process using power

roller 8T to 10T. (E) From Borrow

area within 3.0KM. lead.

15 148.50 Providing and laying compacted 1032.22 Rupees One Cmt.

GSB f B.T. M.C. metal of size 40 to Thousand

63 mm size including using 20% Thirty Two And

grit stone screening & stone dust Paise Twenty

as filler including spreading Two Only

watering & consolidation by

vibratory roller etc. complete.

16 141.80 Providing and laying cement 3095.25 Rupees Three Cmt.

concrete 1:3:6 (1-Cement : 3- Thousand

coarse sand : 6- hand broken stone Ninety Five

aggregates 40 mmnominal size) and And Paise

curing complete excluding cost of Twenty Five

formwork in (A) Foundation and Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

17 180.00 Providing and laying Controlled 5206.55 Rupees Five Cmt.

Cement Concrete M25 Grade Thousand Two

concrete pavement (up to 250mm Hundred Six

thick) by using tremix (vaccume And Paise Fifty

dewatering services) process on CC Five Only

road surface by using vaccume

dewatering pump, floater, surface

vibrator, including making grooves

(for contraction & expansion joint),

rough finish on surface as per

instruction including levelling etc.

excluding reinforcement. complete

as per detailed specification.

18 35.46 Excavation for foundation upto 1.5 157.33 Rupees One Cmt

m depth including sorting out and Hundred Fifty

stacking of useful materials and Seven And

disposing off the excavated stuff Paise Thirty

upto 50 Meter lead.(B) Dense or Three Only

19 4.93 Excavation for foundation for depth 170.69 Rupees One Cmt

from 1.5 m to 3.0 m including Hundred

sorting out and stacking of useful Seventy And

materials and disposing off the Paise Sixty

excavated stuff upto 50 Meter Nine Only

lead.(B) Dense or Hard soil.

20 4.92 Precast concrete block masonry 3771.97 Rupees Three Cmt

(including quoin blocks jamb Thousand

blocks closer etc.) with solid Seven Hundred

concrete blocks of approved size Seventy One

made of cement concrete 1:3:6 mix And Paise

(1- Cement : 3 coarse sand: 6- Ninety Seven

graded stone aggregates of 20 mm Only

and down grade) in foundation and

plinth cement morter 1:6

21 1.12 Providing and laying controlled 5713.57 Rupees Five Cmt

cement concrete M.250 and curing Thousand

complete excluding the cost of Seven Hundred

formwork and reinforcement for Thirteen And

reinforced concrete work in (C) Wall Paise Fifty

Copping, Beams upto floor two level. Seven Only

22 0.40 Providing and laying controlled 6520.55 Rupees Six Cmt

cement concrete M.250 and curing Thousand Five

complete excluding the cost of Hundred

formwork and reinforcement for Twenty And

reinforced concrete work in Paise Fifty Five

(C)Slabs upto floor two level. Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

23 0.96 Providing and laying controlled 7516.42 Rupees Seven Cmt

cement concrete M.250 and curing Thousand Five

complete excluding the cost of Hundred

formwork and reinforcement for Sixteen And

reinforced concrete work in (D) Paise Forty

Columns, Pillars posts and struts, Two Only

upto floor two level.

24 21.00 Providing 20mm thick cement 230.50 Rupees Two Smt

plaster in single coat on single or Hundred Thirty

half brick walls for interior And Paise Fifty

plastering upto floor two level and Only

finished even and smooth in (ii)

Cement mortar 1:3 (1- cement :4-

25 2.64 Providing 10mm thick cement 135.47 Rupees One Smt

plaster in single coat on Hundred Thirty

brick/concrete walls for interior Five And Paise

plastering upto floor two level and Forty Seven

finished even and smooth in Only

(i)Cement mortar 1:3 (1-cement:3-

26 10.50 Providing 15mm thick cement 180.40 Rupees One Smt

plaster in single coat on Rough Hundred

(Similar)side of single or half brick Eighty And

walls for interior plastering upto Paise Forty

floor two level and finished even Only

and smooth in (i) Cement mortar

1:3 (1-cement:3-sand)

27 50.00 Providing and fixing to wall ceiling 107.08 Rupees One Rmt.

and floor 6.0 Kg. F/Cm2 working Hundred Seven

pressure poluthene pipes of the And Paise

following outside Dia. Low densidy, Eight Only

complete with special falnge

compression type fittings, wall

clipsetc. including making good the

wall ceiling and floor.(B) 25mm

28 90.00 Providing and fixing to wall ceiling 192.02 Rupees One Rmt.

and floor 10.0 Kg. F/Cm2 working Hundred

pressure poluthene pipes of the Ninety Two

following outside Dia. Low densidy, And Paise Two

complete with special falnge Only

compression type fittings, wall

clipsetc. including making good the

wall ceiling and floor.(E) 50mm

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

29 25.00 Providing and fixing to wall ceiling 280.23 Rupees Two Rmt.

and floor 10.0 Kg. F/Cm2 working Hundred

pressure polythene pipes of the Eighty And

following outside Dia. Low densidy, Paise Twenty

complete with special falnge Three Only

compression type fittings, wall

clipsetc. including making good the

wall ceiling and floor.(F) 75mm

30 10.50 P & L 24" x 24" vitrified 8 mm thick 1467.72 Rupees One Smt

tile flooring over 20 mm (average) Thousand Four

base of cement mortar 1:6 ( 1 Hundred Sixty

cement: 6 coarse sand) on new Seven And

surface or fixing on existing flooring Paise Seventy

by adhesive material including Two Only

dismentaling of existing flooring

and jointed with color cement

slurry including finised with flush

pointing & cleaning the surface etc.

complete for antiskit.

31 2.64 Providing and laying Ceramic tiles 1090.32 Rupees One Smt

6mm thick in skrting risers of steps Thousand

and dedo on 10mm thick cement Ninety And

plaster 1:3 (1-cement : 3-coarse Paise Thirty

sand) and jointed with white Two Only

32 4.50 Providing and laying Ceramic tiles 1017.30 Rupees One Smt

6mm thick in flooring treads of Thousand

steps and landing laid on a bed of Seventeen And

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

cement : 3-coarse sand ) finishing Only

with flush pointing in white cement.

33 2.00 Providing and fixing Gun metal 663.43 Rupees Six No.

check or non-return fullway wheel Hundred Sixty

valve.(E) 40mm dia. Three And

34 4000.00 Providing erecting and fixing double 3.95 Rupees Three Ltr.

coated ISI water tank of required And Paise

capacity each with all necessary Ninety Five

fittings and connection etc. Only

complete on terrace

35 2.00 Providing and fixing C.I. Manhole 958.17 Rupees Nine Nos

cover 0.60 M. x 0.45M.size having Hundred Fifty

weight not less than 35Kg. Eight And

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

36 2.00 Direction (Junction) Sign :- 26572.09 Rupees Twenty Nos

Providing and fixing sign boards Six Thousand

made out of 2mm aluminium sheet Five Hundred

/ 4mm ACP (Aluminum composite Seventy Two

Panel); size 244x122 cms. And Paise Nine

rectangular as per design of IRC-67- Only

2012. Pre treated with phospheting

process & acid etching; coated with

one coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications;

4.0mtr long (2 Nos.) stand post of

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted

with bestquality epoxy coatings in

black and white bends. The details

of symbol foreach board shall be as

per theinstruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

37 249.00 Providing and fixing pre-cast 400.87 Rupees Four Rmt

concrete kerb stone of gray cement Hundred And

based concrete block 30cm Paise Eighty

length,30cm height and 15cm thick Seven Only

of M200 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

38 180.00 Providing and fixing pre-cast 706.93 Rupees Seven Smt

Rubber Dye / steel Dye inter Hundred Six

locking concrete block 60mm thick And Paise

with grade of concrete M300 Ninety Three

pnumatic compressed / vibrated Only

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. Complete.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

39 112.50 Providing and fixing M.S. grills of 109.08 Rupees One kg

required pattern to wooden frames Hundred Nine

of windows etc. with M.S. flats at And Paise

required spacings and frame Eight Only

alround, square or round bars with

round headed bolts and nuts or by

screws (A) Plain Grill.

40 918.00 Providing and fixing concealed 253.82 Rupees Two Rmt

center point to wall ceiling & floor Hundred Fifty

CPVC (SDR 13.5) PIPE having Three And

National Sanitation Foundation Paise Eighty

(NSF) seal for potable water of Two Only

following dia. nominal bore tube

fittings and clamps including

making good the wall, ceiling and

floor etc. complete. [C] 25 mm

41 54.00 Filling in plinth with sand under 481.80 Rupees Four Cmt

floors including watering ramming, Hundred

consolidating and dressing Eighty One

complete. And Paise

42 30.00 Providing and fixing Gun metal 420.63 Rupees Four Nos.

check or non-return fullway wheel Hundred

valve.(C) 25mm dia. Twenty And

43 30.00 Supplying and fixing reinforced 675.36 Rupees Six Rmt

concrete heavy duty nonpressure Hundred

pipes with collars for culverts Seventy Five

including setting and joining the And Paise

pipes in C.M. 1:2 watering and Thirty Six Only

laying (to level or slope) of I.S. class

NP2 of following internal

diameters.(i) 300mm dia.

44 145.00 Supplying and fixing Razor 663.57 Rupees Six Rmt

Concertina Coil G.I. wire 600mm Hundred Sixty

dia 1.33kg/Mt (Streched Length) Three And

including galvanised steel barbed Paise Fifty

wire weight 9.38kg per 100 metre Seven Only

strained (6 layer of Barbed Wire)

and fixed with Mild steel Angle

40mm x 40mm x 6mm at every

3.0m interval for fencing on

masonary wall including a coat of

priming coat of red oxide and two

coated of oil paint on M.S. Angle

etc. as per engineer-in-charge etc.

Rupees Forty Six Lakh(s) Thirty Five Thousand Five Hundred Ninety One And Paise Forty Only

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2 Labour Cess shall be recovered as per SBD

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

where there is a change as per actual mix design the cost of difference of cement consumption have been

deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor Executive Engineer

R & B Division, Bhuj