icds

Name of Work :- Reparing Work of Aaganvadi centre at Various villages of Ranpur taluka

(Package no. BTD/ CDP /Pac 7 / 2025-26), Dist. Botad. (Nagnesh, Vejalka,

Dharpipla, Gunda,Aniyali Kathi,Alav,Ranpur)

Bill of Quantities

Memorandum showing items of works to be carried out

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

1 12.070 Cum Excavation for foundation upto 1.5 117.08 Rupees One One

M depth including sorting out and Hundred Cubic

stacking of useful materials and Seventeen and metre

disposingof the excavated stuff upto Paise Eight only

all lead. (A). Loos or Soft Soil

2 21.720 Cum Excavation for foundation upto 1.50 149.67 Rupees One One

M.depth including sorting out Hundred Forty Cubic

&stacking of useful materials i.e. Nine and Paise metre

dispositing the excavated stuff up to Sixty Seven only

all lead (b)Dense or Hard soil.

3 3.040 Cum Excavation for Pipeline trenches 89.89 Rupees One

Excavation for pipe line trenches for Eighty Nine and Cubic

water supply, sewerage line, Paise Eighty Nine metre

manhole etc. all with shoring and only

struting if required as per required

gradient and line including safety

provisions using site rails and

stacking excavated stuff including up

to all required lead cleaning the site

etc. complete for all lifts and strata

as specified. A)In all sorts of soil and

4 0.550 Cum Providing and laying cement 2680.21 Rupees Two One

concrete 1:4:8 (1 cement, 4sand,8 Thousand Six Cubic

Hundred Eighty metre

machine crushed stone aggregates

mm.Nominal size)and curing and Paise Twenty

complete, excluding cost of

formwork in(a) Foundation and

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

5 1.070 Cum Providing and laying.C.C. 1:5:10 (1- 2517.44 Rupees Two One

Cement: 5-Course sand :10- Brick Thousand Five Cubic

aggregate 40mm. Nominal size) i.e.

curring comp. Excl. cost of form Seventeen and

Paise Forty Four

work for foundation and plinth.

6 2.760 Cum Providing and laying controlled C.C. 4017.66 Rupees Four One

M-200 and curing complete Thousand Cubic

excluding the cost of formwork and Seventeen and metre

reinforcement for reinforced Paise Sixty Six

concrete work in (A) foundation,

footing Base of column and mass

7 2.860 Cum Brick work using common burnt clay 4051.78 Rupees Four One

building bricks having crushing Thousand Fifty Cubic

strength not less than 35 kg./Sq.Cm. One and Paise metre

in foundation and plinth in Cement Seventy Eight only

Mortar 1:6 (1- Cement : 6 -fine sand)

(B) Conventional

8 8.990 Cum Uncoursed rubble masonary with 2500.01 Rupees Two One

hard stone of approved quality in Thousand Five Cubic

foundation and plinth in cement Hundred and metre

mortar1:6(1 cement:6 coarse sand) Paise One only

including levelling up etc.complete.

9 0.450 Cum Providing and laying ordinary 4263.28 Rupees Four One

cement concrete M-150 and curing Thousand Two Cubic

complete including cost of form Hundred Sixty metre

work and reinforcement for Three and Paise

Twenty Eight only

reinforced cement concrete work in

footing and column upto plinth.

10 0.810 Cum Providing and laying cement 4046.21 Rupees Four One

concrete 1:3:6 (1- Cement: 3- Coarse Thousand Forty Cubic

sand: 6- crushed stone aggregates 20 Six and Paise metre

mm nominal size) and curing Twenty One only

complete including cost of formwork

in (A) Wall Caps / Coping

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

11 0.420 Cum Providing and laying controlled 7665.60 Rupees Seven One

providing and laying ordinary Thousand Six Cubic

cement concrete 1:2:4 and finishing Hundred Sixty metre

smooth with curing etc. comp.i/c the Five and Paise

cost of form work but e/c the cost of

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

BEAMS (iii) Having cross- sectional

area more than 0.080 Sq.m and upto

12 3.500 Cum Providing and laying controlled 7662.59 Rupees Seven One

cement concrete M-200 curing Thousand Six Cubic

Hundred Sixty metre

complete in cluding cost of

formwork but excluding cost of Two and Paise

Fifty Nine only

reinforcement for reinforced

concrete work in Beam up to all

13 1.110 Cum Providing and laying ordinary 6888.15 Rupees Six One

cement concrete 1:2:4 and finishing Thousand Eight Cubic

smooth wih curing etc.comp.i/c the Hundred Eighty metre

cost of form work but excluding the Eight and Paise

cost of reinforcement for R.C.C work

in (IV) Slabs having more than

cm and upto 13 cm thickness

14 6.240 Cum Providng and laying controlled 7797.19 Rupees Seven One

cement concrete M-200 and curing Thousand Seven Cubic

complete including the cosr of form Hundred Ninety metre

work but excluding the cost of Seven and Paise

reinforcement for R.C.C work in

Slab up to all Floor level

15 5.380 Cum Brick work using common burnt clay 4526.81 Rupees Four One

building bricks having crushing Thousand Five Cubic

strength not less than 35 kg./Sq.Cm. Hundred Twenty metre

in superstructure above plinth level Six and Paise

Eighty One only

upto all floor level in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)

(B) Conventional

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

16 12.770 Cum White Stone Bela mesonry block in 6170.29 Rupees Six One

course in superstructure with stone Thousand One Cubic

of approved quality in Lime Mortar Hundred Seventy metre

1:6 (1-Cement: 6- course sand) and Paise Twenty

including packing the joints etc.

17 854.470 Kg Providing TMT Bar FE 500D 76.08 Rupees One

reinforcement for R.C.C. work Seventy Six and Kilogra

including bending, binding and Paise Eight only m

placing in position complete for all

18 32.700 Sqm Providing 15mm thick cement plaster 246.05 Rupees Two One

in single coat on Rough (Similar)side Hundred Forty Six Squere

of single or half brick walls for and Paise Five metre

interior plastering upto all floor level only

and finished even and smooth in (i)

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

19 133.120 Sqm Providing 10mm thick cement plaster 138.71 Rupees One One

in single coat on brick/concrete walls Hundred Thirty Squere

for interior plastering upto floor two Eight and Paise metre

level and finished even and smooth Seventy One only

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

20 2.280 Sqm Providing and laying polished Kota 971.95 Rupees Nine One

stone slab flooring over 20mm Hundred Seventy Squere

(Average) thick base of cement One and Paise metre

mortar 1:6 (1-cement: 6-coarse sand) Ninety Five only

or L.M. 1.1.5 (1-Lime putty:1.5 -

coarse sand) laid over and jointed

with grey cement slurry mixed with

pigment to match the shade of slab

including rubbing and polishing etc.

complete. (A) 25mm thick

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

21 127.630 Sqm Providing and laying Vitrified tiles 8 1073.13 Rupees One One

to 10 mm thick, 24" x 24" in flooring Thousand Squere

treads of steps and landing laid on a Seventy Three metre

bed of 12mm thick cement mortar and Paise Thirteen

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

finishing with flush pointing in white

22 12.770 Sqm P & L 24" x 24" vitrified 8 mm thick 1139.79 Rupees One One

tile flooring over 20 mm (average) Thousand One Squere

base of cement mortar 1:6 (1 cement: Hundred Thirty metre

6 coarse sand) on new surface or Nine and Paise

Seventy Nine only

fixing on existing flooring by

adhesive material including

dismentaling of existing flooring and

jointed with color cement slurry

including finised with flush pointing

& cleaning the surface etc. complete

for light shade

23 6.500 Sqm Providing and laying white glazed 827.19 Rupees Eight One

tiles 6mm thick in flooring treads of Hundred Twenty Squere

steps and landing laid on a bed of Seven and Paise metre

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

cement : 3-coarse sand ) finishing

with flush pointing in white cement.

24 143.020 Sqm Providing and laying broken chine 747.29 Rupees Seven One

mosaic flooring for terrace using 12 Hundred Forty Squere

mm to 20 mm broken pieces of Seven and Paise metre

glazed tiles to be laid over cement Twenty Eight only

mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out

upto surface using white cement

including rounding off junctions and

extending them upto 15 cm along the

wall,clearing with water and oxalic

acid etc. as directed.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

25 11.580 Sqm Providing and fixing window having 1713.70 Rupees One One

extruded aluminum Colour anodized Thousand Seven Squere

section frame main outer size 63.50 x Hundred Thirteen metre

38.10 x1.95 mm,@ Wt 1.094 Kg / and Paise Seventy

Rmt, horizontal two track member

size 61.85 mm x 31.75 mm x

vertical member of size 61.85 mm x

Kg/mt with sliding shutters of

horizontal member size 40mm x

0.456Kg/mt, vertical membe of size

0.456Kg/mt, @Wt. 0.457 Kg/mt with

5 mm thick transparent bronze colour

tinted float glass with powder coated

aluminum fittings and fixtures and

trnsparent silicon sealant glass fixing

to frame as per details etc complete

26 11.240 Sqm Providing and fixing 35 mm thick 3773.84 Rupees Three One

shutters for Doors, windows and Thousand Seven Squere

Hundred Seventy metre

clearstory windows including

blackenamelled M.S. butt hinges Three and Paise

Eighty Four only

with necessary screws. (A) Indian

teak wood. (i) Fully Panelled.

27 527.340 Sqm Distempering (Two coats) with oil 72.07 Rupees One

bound distemper of approved brand Seventy Two and Squere

and manufacture and of required Paise Seven only metre

shade on wall surface to give an even

shade over and including a priming

coat with distemper primer of

approved brand and manufacture

after thoroughly brushing the surface

free from mortar dropping and other

foreign matter and also including

preparing the surface even and

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

28 527.340 Sqm Wall painting (two coats) with 78.90 Rupees One

plastic emulsion paint of approved Seventy Eight and Squere

brand and manufacture on Paise Ninety only metre

undecorated wall surface to give an

even shade including throughly

brushing the surface free from

mortar droppings and other foreign

matter and sand papered smooth

29 2.000 No Providing and fixing water closet 1240.49 Rupees One One

squatting Pan (Indian type W.C. Pan) Thousand Two Number

size 580mm (Earthwork, bed Hundred Forty

concrete, foot reste and trap to be and Paise Forty

measured and paid for separately)

(A) Vitreous China. (I) Long pattern,

30 3000.000 Lit Providing erecting and fixing double 3.95 Rupees Three One

coated ISI water tank of required and Paise Ninety Litre

capacity each with all necessary Five only

fittings and connection etc. complete

31 100.000 Rm Providing and fixing to wall ceiling 101.49 Rupees One One

and floor 6.0 Kg. F/Cm2 working Hundred One and Running

pressure poluthene pipes of the Paise Forty Nine metre

following outside Dia. Low densidy, only

complete with special falnge

compression type fittings, wall

clipsetc. including making good the

wall ceiling and floor. (B) 25mm

32 15.000 Rm P. V. C. Pipes Providing and 191.90 Rupees One One

supplying in standard length ISI Hundred Ninety Running

mark rigid unplasticised PVC pipes One and Paise metre

suitable for potable water with ring Ninety only

fit joint including cost of rings, as

per IS specification no. 4985/1988

including all local and central taxes,

transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to the

departmental stores and including

cost of jointing meterial etc.

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

33 15.000 Rm L, L & J PVC/uPVC/cPVC pipes 17.17 Rupees One

and specials. Lowering, laying, Seventeen and Running

fixing and jointing Paise Seventeen metre

PVC/uPVC/cPVC pipes and specials only

of following class and diameter

including cost of conveyance from

stores to site of works including cost

of labour, material, cement solvent,

giving satisfactory hydraulic testing

as per ISI code.

34 2.940 Rm Refilling of pipeline trenches 17.17 Rupees One

Refilling the pipeline trenches incl. Seventeen and Running

ramming, watering, consolidating Paise Seventeen metre

desposal of surplus stuff as directed only

within a radius of all lead

35 7.000 No Providing and fixing 0.45*0.60 size

Rupees Five One

marble year plate etc. Hundred Five and Number

36 7.410 Sqm Pro. /Fix with windows with frame 3902.64 Rupees Three One

40x40x5mm. iron angle and B.G. 16 Thousand Nine Squere

mm. sheet plates with 16mm. dia Hundred Two and metre

hard hinges handles, stopper and Paise Sixty Four

locking arrangment etc. comp. steel

welded is built up section cutting

hoisiting, finishing in two cost of oil

painting over coat of primer coat etc.

37 2.400 Sqm Pro. /Fix with steel door having of 2985.56 Rupees Two One

40x40x5mm. iron angle shutterframe Thousand Nine Squere

of 30*30*5mm. orpan angle B.G. 18 Hundred Eighty metre

gauge plates with hunges, handles, Five and Paise

stopper and locking arrangment etc.

comp. steel welded is built up

section of oil painting over coat of

primer coat etc. comp

Dismentled Material Credit Rs.

will be deducted from 1 St R.A.

Rupees Eight Lakh Fifteen Thousand Six Hundred Eight and Paise Ninety One only Total

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

Ite Quanties Estimated Item of work Estimated Rates Unit Total amount

m but may be more or according to

No. less. estimated

In Figure In Words.

I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent (

Should be written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our

tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division