Construction of Yoga Dome at Government Ayurved Hospital at Halvad (Under Jilla Panchayat Swabhandol Yr-2025-26) Tal. Halvad Dist. Morbi (2nd Attempt)

Name of Work :-Construction of Yoga Dome at Government Ayurved Hospital at Halvad (Under Jilla Panchayat

Swabhandol Yr-2025-26) Tal. Halvad Dist. Morbi (2nd Attempt)

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 6.00 Cum 212.52

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

to all lead & lift (a)Loose or soft soil.

2 Excavation for foundation upto 1.50 M.depth including sorting out 9.00 Cum 272.56

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

to all lead & lift (a)Dense or Hard soil.

3 Providing and laying cement concrete 1:3:6 (1- Cement : 3- sand : 6- 21.50 Cum 3253.01

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 (1cement,1.5 6.20 Cum 6473.21

sand, 3 gradedstone aggregates 20 mm.Nominal size) and curing

complete Including cost of form work A) Foundations And Plinth

5 Providing and laying ordinary cement concrete1:1.5:3 7.10 Cum 5438.43

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

size) and curing complete excluding the cost of Form work and

reinforcement of R.C.C. work in (C) Column,Pillars,Posts,Struts

Upto All Floor Level

6 Brickwork using common burnt clay building brick shaving crushing 6.60 Cum 4496.04

strength not less than 35 Kg/Sqcm. in Super Structure upto all floor

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

7 Filling available excavated earth (excluding rock) in 9.20 Cum 136.91

trenches. plinth, sides of foundations etc. in layers not exceeding

20 cm. in depth consolidating each disposited layer by

ramming and watering.

8 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work 1033.00 Kg 77.28

including bending, binding and placing in position complete upto All

9 Providing and laying polished Kota stone slab flooring over 20mm 84.00 Sqm 1013.86

(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. (A)

10 Providing corrugated G.I. sheet of class-3 roofing fixed with 110.30 Sqm 734.18

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

11 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 150.00 Sqm 706.92

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. Complete.

12 Providing 10 mmthick cement plaster in single coat on fair side of 62.70 Sqm 186.09

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.

13 Providing and fixing 150mm wide 450mm over all semicircular plain 14.40 Sqm 581.31

G.I.sheet class-3 gutter with Iron brackets 40mm x 3mm size Bolts,

Nuts, washers etc. including making necessary connection with rain

water pipes. (i) 0.80 mm thick Sheet.

14 Finishing wall with water proofing cement paint of on wall surfaces 62.70 Sqm 60.80

(Two 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.

15 Steel work, riveted in built up sections framed work including cutting, 33.60 Qtl 5889.50

hoisting, fixing in position and applying a priming coat of red lead

paint. (A) In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters and the like.

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

Rupees Seven Lakh Fifty Seven Thousand Ninety Eight and Paise Sixty Five 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