Construction Wall, CC Road & Ramp Reparing At Timbapada Godown Ta. Dediapada Dist.Narmada.

NAME OF WORK :- Construction Wall, CC Road & Ramp Reparing At Timbapada Godown

Ta. Dediapada Dist.Narmada.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Excavation for foundation upto 1.5 m depth including 136.00 Cum 125.86

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

Providing and laying cement concrete 1:4:8 (1 cement : 4 24.00 Cum 2738.11

coarse sand : 8 graded B.T. stone aggregate 20 mm

nominal size) and curing complete including cost of form

work in foundation and plinth..

Providing and laying controlled cement concrete M.250 for 41.00 Cum 4117.77

curing complete including cost of formwork and

3 reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass

concrete (upto 10 ton)

Providing and laying controlled cement concrete M250 and 12.00 Cum 7287.15

curing complete including the cost of form work but

excluding the cost of reinforcement for reinforced concrete

work in: plinth Beam

Providing and laying ordinary cement concrete M - 200 9.00 Cum 7370.56

and curing complete including the cost of form work but

excluding the cost of reiforcement for R.C.C. work in

Column Up to G.L

Providing and laying ordinary cement concrete M - 200 3.00 Cum 6430.78

and curing complete including the cost of form work but

excluding the cost of reiforcement for R.C.C. work in All

Providing I.S.I. mark T.M.T. Bar reinforcement of Fe- 6410.00 kg 94.99

7 550D for RCC work including bending, binding and placing

in position upto floor two level for all floors.

Brick work using common burnt clay building bricks 53.00 Cum 4279.98

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -

fine sand)(B) Conventional

Providing 20 mm thick double coat mala cement plaster on 617.00 Sqm 290.71

interior brick / concrete work for plastering comprising of

base coat of 12 mm thick cement plaster in cement mortar

9 (1 Cement : 4 coarse sand) in rough finishing and 8 mm

thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse

sand) finished with trovel including scaffolding curing etc.

Finishing wall with weather proof exterior emulsion paint on 1574.00 Sqm 122.14

wall surface (two coats) to give an required shape even

10 shade after thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc complete.

Providing and fixing M.S. grills of required pattern to 840.00 Sqm 166.22

wooden frames of windows etc. with M.S. flats at required

11 spacings and frame alround, square or round bars with

round headed bolts and nuts or by screws. (B)

ORNAMENTAL GRILL

Providing and laying cement concrete 1:3:6 (1- Cement : 5.00 Cum 3925.48

3- Coarse sand : 6- crushed stone aggregates 20 mm

12 nominal size) and curing complete including cost of

formwork in (A) Wall Caps / Coping

Removing dry or oil bound distemper by a washing and 1091.22 Sqm 11.82

13 scrapping and sand prepering the wall surface smooth

including necessary repairs to scratches complete

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Box cutting for the road to proper slope and camber for 51.00 Cum 112.02

macking a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed up to 50 mt. lead.

Filling in foundation and plinth with murrum or selected soil 13.00 Cum 304.60

15 in layers of 20cm. thickness including watering, ramming

and consolidating etc. complete.

Supplying H B Metal 40mm to 63m. size on site of work as 19.20 Cum 713.48

16 directed incluidng filling measure boxes etc. comp. with all

Spreading the stone aggregate for soiling and W.B.M. 19.20 Cum 268.49

17 including filling the interstices forming the surface to

required camber and gredient .(ii)40 to 63mm size (HB)

Supplying and stacking Stone dust on road side including 26.00 Cum 491.26

filling measure boxes as directed.

Spreading blindage or road crust filling the gaps in metal 26.00 Cum 158.53

and leveling to camber and gradient as directed.

Providing and and laying controlled cement concrete M150 12.80 Cum 3874.36

using B.T Stone Aggregate And Curing Etc. Complete

20 Including The Cost Of Form Work But Excluding The Cost

OF Reinforcement For Renforced Concrete Work For

Providing and and laying controlled cement concrete M200 12.80 Cum 3691.27

and curing etc. comp. excluding the cost of form work and

reinforcement for R.C.C. work for internal road.

Compaction and finishing of cement concrete road by 64.00 Sqm 135.85

tremix process, providing extra labour charge for tremix (

Vaccum dewatering service ) process on cement concrete

road surface by using vaccum dewatering pump floater

surface vibrator including making groove 5mm width and

filling with polyvynile polymer and rough finish to surface as

per instruction including leveling etc. complete.

Providing and fixing pre-cast Rubber Dye / steel Dye 12.00 Sqm 705.95

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

23 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.

Providing and fixing pre-cast concrete kerb stone of gray 16.00 Rmt 413.84

cement based concrete block 30cm length,30cm height

and 15cm thick of M250 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

complete. (upto 10 ton)

Providing I.S.I. mark T.M.T. Bar reinforcement of Fe- 640.00 Kg 94.99

25 550D for RCC work including bending, binding and placing

in position upto floor two level for all floors.

Excavation for foundation upto 1.5 m depth including 20.16 Cum 275.33

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. C)

Providing and laying cement concrete 1:4:8 (1 cement : 4 12.00 Cum 2744.54

coarse sand : 8 graded B.T. stone aggregate 40 mm

nominal size) and curing complete including cost of form

work in (A) foundation and plinth.

Providing and laying ordinary cement concrete M - 200 6.00 Cum 6430.78

and curing complete including the cost of form work but

28 excluding the cost of reiforcement for R.C.C. work in

Flooring Slab And Curing Including The Cost Of Formwork

Providing I.S.I. mark T.M.T. Bar reinforcement of Fe- 1920.00 kg 94.99

29 550D for RCC work including bending, binding and placing

in position upto floor two level for all floors.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

Brick Work Using Common Burnt Clay Building Bricks 19.00 Cum 4279.88

Having Crushing Strength Not Less Than 35kg/ Sq.cm in

Foundation And Plinth In Cement Mortor 1:6 (1 Cement :

Fine sand ) (b) Conventional

20mm Thick Sand Facced Cement Plaster On Wall Up to 28.00 Sqm 353.98

Height 10 meter Above Ground Level Consisting of 21 mm

31 Thick Backing Coat of C.M 1:3 ( 1 Cement : 3 Sand) And

mm Thick finishing Coat Of C.M 1:1 (1 Cement : 1 Sand )

Etc. Completely

Finishing wall with weather proof exterior emulsion paint on 28.00 Sqm 122.14

wall surface (two coats) to give an required shape even

32 shade after thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc complete.

Dismentaling The Existing Structure Including Removing 19.00 Sqm 952.51

33 And Stacking the Dismentaling Material As And Where

Directed. (A) R.C.C Work

Providing and fixing pre-cast Rubber Dye / steel Dye 74.00 Sqm 705.95

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

34 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.

Rs.Twenty four Lacs Fifty Five thousand Five Hundred Four & Eighty One Only

the work @ ______________ % above/below percent Executive

(Should Executive

Executive Divisional

Executive Engineer

writtenEngineerAccountant

Divisional Officer

ed rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

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

1. 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.

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

4. 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.

Above all items of "Bill of Quantity" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Const (R&B) Sub Division Rajpipla (R & B) Division, Rajpipla (R & B) Division,

Dediapada Rajpipla Rajpipla