Aveda & Gutter

Name of Work :-Construction of Aveda & Gutter at various village of ( GIR/15% FC/ Pac-01 /2025-26) Ta. :-Sutrapada/Talala

Dist. :- Gir Somnath (Lodhva,Dhava,Vadodara (Za.),Thareli)

Bill of Quantities

Memorandum showing items of works to be carried out

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

No. of Specification) Figures

In Figure Rs. Ps

1 Excavation for foundation upto 1.50 M.depth including sorting out 136.020 Cum 164.64

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

lead & lift (a) Dense & Hard Soil

2 Excavation for foundation upto 1.50 M.depth including sorting out 163.340 Cum 281.73

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

lead & lift (a)Hard Murrum

3 Providing and laying cement concrete 1:3:6 (1Cement : 3- Coarse sand : 1.450 Cum 3118.07

6- Graded brick bat aggregate 40mm normal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

4 Providing and filling in foundation with ordinary Cement concrete M-100 42.570 Cum 3378.92

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

5 White Stone bela mesonary block in foundation and Plinth with stone of 1.850 Cum 6671.13

approved quality in cement mortar 1:6 (1-Cement : 6-cource sand)

including packing the joints etc. complete.

6 Providing and laying ordinary cement concrete1:1:2 (1cement,1sand,2 0.780 Cum 5407.76

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

7 Providing and laying ordinary cement concrete1:1.5:3(1cement,1.5sand, 0.828 Cum 11028.20

3 gradedstone 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 0.085 Sq.M. andup to 0.12Sq.M.

8 Providing & laying C.C. 1:1.5:3 (1 cement ,1.5 course sand,3 graded 2.390 Cum 8035.64

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

Sqm.upto All floor level

9 Providing & laying ordinary cement concrete1:1.5 :3 (1 cement ,11/2 2.400 Cum 7258.19

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 floor level

10 Providing and casting in situ ordinary cement concrete M-200 for 28.380 Cum 4400.60

average 75 mm thick wearing coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints with bitumen complete.

11 White Stone Bela mesonry block in course in superstructure with stone of 0.735 Cum 6698.05

approved quality in Cement Mortar 1:5 (1-Cement : 5- course sand)

including packing the joints etc. complete.

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

No. of Specification) Figures

12 Providing TMT Bar FE 415 reinforcement for R.C.C. work including 1010.000 Kg 68.33

bending, binding and placing in position complete upto All floor level

13 Providing 15mm thick cement plaster in single coat on Rough 100.480 Sqm 204.74

(Similar)side ofsingle or half brick walls for interior plastering upto floor

two level and finished even and smooth in (i) Cement mortart 1:3 (1-

Cement : 3-sand)

14 Providing and laying coloured glazed tiles of the size 300 mm x 200 mm 20.630 Sqm 1559.10

x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo

on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed

with white cement slurry

15 Finishing wall with water proofing cement paint of on wall surfaces (Two 100.480 Sqm 63.19

coats) to give an approved brand and manufacture and of required

shape even shade after thoroughly brushing the surface to remove all dirt

and remains of loose powered materials.

16 Providing and fixing marble slab including engraving and painting 4.000 No 1012.65

complete.1)size 75cm x 60cm x 4cm

17 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 225.000 Rm 659.99

with collars for culverts carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP3 of following internal daimeters.(iii)

18 Lowering, laying and joint in g R. C. C. pipes in C. М. 1:1 1/2 of following 274.000 Rm 343.40

diameters in proper pos it ion, grade and align ment at all level as

directed by Engineer-in-charge including conveyance from stores to site

of work, labour, giving hydraulic testing as per ISi code

19 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 49.000 Rm 3469.26

with collars for culverts carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in C.M. 1:2 watering and laying

(to level or slopes) of class NP3 of following internal daimeters. (i)

20 Filling in foundation and plinth with murrum or selectedsoil in layers of 689.510 Cum 307.41

20cm. thickness including watering,ramming and consolidating etc.

21 Constructing brick masonry chamber for undergroundC.I. Inspection 9.000 No 3660.76

chamber and bends with bricks havingcrushing strength not less than

35Kg/Cm2 in C.M. 1:5C.I. cover with frame (Light duty) 455mm x

610mmintenal dimensions total weight of cover with frame to benot less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. offrame 15Kg. ) (R.C.C. top

slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size)foundation concrete 1:5:10 inside plaster 15mm

thickwith cement mortar 1:3 finished smooth with a floatingcoat of neat

cement on walls and bed concrete etc.complete.(ii) Inside dimensions

500mm x 700 mm and450mm deep for pipe line with one or two inlets.

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

Rupees Eleven Lakh Ninety Eight Thousand Five Hundred Forty Three and Paise Eighty only

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

No. of Specification) Figures

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………………….………………

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

No. of Specification) Figures

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

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Veraval Gir Somnath