vivekadhin

Name of Work :-Construction of Library Hall at Ratanpar Village (Under 15% Vivekadhin Yojna Year 2026-27)

Tal.Gadhada Dist. Botad

Bill of Quantities

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

In Figure Rs. Ps

1 Excavation for foundation upto 1.50 M.depth including sorting out 16.20 Cum 212.52

&stacking of useful materials i.e. dispositing the excavated stuff

up to all lead (a)Loose or soft soil.

2 Excavation for foundation upto 1.50 M.depth including sorting out 21.30 Cum 272.57

&stacking of useful materials i.e. dispositing the excavated stuff

up to All lead (b)Dense or Hard soil.

3 Providing and laying cement concrete 1:4:8 (1- Cement : 4- 14.70 Cum 2927.46

coarse sand : 8- machine crushed stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth

4 Providing and laying ordinary cement concrete1:1.5:3 10.50 Cum 4094.10

(1cement,1.5 sand, 3 gradedstone aggregates 20 mm.Nominal

size) and finishing smooth with curing etc. complete excluding

cost of form work and reinforcement for reinforced cement

concrete work in in A) Foundations, footings, base of columns

and mass concrete

5 Providing and laying ordinary cement concrete1:2:4 (1cement, 2 5.90 Cum 10469.21

sand, 4 graded stone aggregates 20 mm.Nominal size) and

finishing smooth with curing etc. complete including the cost of

formwork but excluding the cost of reinforcement of R.C.C. work

in Column (iii) Having cross-sectional area more than

Sq.M.and up to 0.12Sq.M.

6 Brickwork using common burnt clay building brick shaving 0.60 Cum 4214.33

crushing strength not less than 35 Kg/Sqcm. in foundation and

plinth in cement mortar 1:6(1 Cement ; 6 Fine sand) Conventional

7 Filling available excavated earth (excluding rock) in trenches. 22.60 Cum 136.92

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

8 Brickwork using common burnt clay building brick shaving 18.87 Cum 4496.05

crushing strength not less than 35 Kg/Sqcm. in super structure

Upto floor two level in cement mortar 1:6(1 Cement ; 6 Fine sand)

9 Providing and laying cement concrete1:1.5:3 (1cement,1.5sand, 0.51 Cum 7207.39

3 gradedstone aggregates20 mm.Nominal size) and curing

complete, including cost of formwork in sill and sides (R.C.C.

band) but excluding the cost of reinforcement upto All floor level

10 Providing & laying ordinary C.C. 1:1 1/2:3 ( 1 cement ,1 1/2 0.90 Cum 8888.19

course sand, 3 graded stone agg. of 20 mm nominal size )and for

R.C.C. LINTELS incl. Finishing smooth with curring of formwork

but excl. the cost of reinforcement.for above floor upto All Floor

11 Providing & laying cement concrete 1:11/2:3 (1 cement ,11/2 1.40 Cum 7063.33

course sand,3graded stone agg.of 20 mm nominal size) for rein-

forcement concrete CHHAJJAS not exceeding 10cm. thickness

upto floor two level incl. finishing the exposed surface with C.M.

1:3 (1 cement ,3 fine sand) to give a smooth and ever surface,

centering, formwork and curring comp.Excl. the cost of

reinforcement.above plinth Upto All floor level.

12 Providing & laying C.C. 1:11/2:3 (1 cement ,11/2 course sand,3 17.00 Cum 8035.64

graded stone agg.of 20 mm nominal size) and finishing smooth

with curring etc. comp. incl. the cost of formwork but excl. the cost

of reinforcement for R.C.C. work in. (A) Beam :- Having cross

sectional Area 0.085 to 0.12 Sqm.upto All floor level

13 Providing & laying ordinary cement concrete1:11/2:3 (1 cement 10.08 Cum 7258.19

,11/2 course sand,3 graded stone agg.of 20 mm nominal size)

exposed work with curring etc.comp. incl. the cost of formwork but

excluding the cost of reinforce ment for R.C.C. work in. SLAB :-

having more then 10cm. and end upto 13cm. thickness.upto All

14 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work 6176.00 Kg 77.29

including bending, binding and placing in position complete upto

All floor level

15 Providing fixing of Polished Kotah stone frame for Doors & 4.20 Sqm 949.84

wIndows of 15cmx4 cm. Size including necessary holdfasts, holes

for fixtures and fastenings incl. all labour & materials etc. comp

16 Providing fixing of Polished Kotah stone frame for windows of 12.00 Sqm 2398.94

15cmx4cm. Size including ordinary grill fitting,painting the grill,

necessary holdfasts, holes for fixtures and fastenings incl. all

labour & materials etc. comp

17 Providing and laying polished Kota stone slab flooring over 20mm 81.60 Sqm 1019.39

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse

sand) 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.

18 Providing and fixing 35mm. Thick Panelled,glazed orPanelled 13.50 Sqm 3933.51

and glazed shutters for doors,windows andclearstory windows

including anodised alluminiumbutt hinges with necessary screws

and Indian TeakWood shutters with-(B) Partical board

panells.12mm. thick including applying primer and two coats of

oil painting etc. complete

19 Providing 15mmthick cement plaster in single coat on fair side of 252.80 Sqm 195.42

Brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (I)cement mortar 1:3 (1 cement:3

sand) .Upto floor All level

20 Providing 10 mmthick cement plaster in single coat on fair side of 184.00 Sqm 196.27

Brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (I)cement mortar 1:3 (1 cement:3

sand) .Upto floor two level finished even & Smooth with floating

coat of neat cement slurry.

21 Finishing wall with weather proof exterior emulsion paint on wall 252.80 Sqm 120.26

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.

22 Distempering (Two coats) with oil bound distemper of approved 184.00 Sqm 75.68

brand and manufacture and of required 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 papered smooth

23 Providing and fixing S.W. gully trap with C.I. grating brick masonry 1.00 No 1292.19

chamber and water tight C.I. cover with frame of 300mm x

300mm size (inside) with standard weight.(i) Square mouth traps.

(A) 100mm x 100mm size P type.

24 Providing, laying and jointing in true line and level 110 diametre 6.00 Rm 876.90

U.P.V.C (Type B) conforming to IS 13592-1992 with one end

plain and other end socketed with rubber ring, & fittings

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 wall using of PVC clamp of the

size 110 mm diametre x 149 mm length x 145 mm heigh at every

2000 mm center to center or shall be concealed in walls as

directed including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

25 Providing & Fixing Marble Takti of Size 60cm x45 cm. including 1.00 No 505.00

carving & painting the letters related to scheme & year as

Dismentled Material Credit Rs. 0 will be deducted from 1 St R.A. Bill

Rupees Twelve Lakh Sixty Two Thousand One Hundred Thirty Nine and Paise Eighty Six only

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