(01) CONSTRUCTION OF CC ROAD AT GOKUL ESTATE AT ALIPURA AT BODELI. (02) CONSTRUCTION OF COMPOUND WALL BEHIND GANPATBHAI BARIYA HOUSE AT MANJIPURA AT BODELI.CONSTRUCTION OF STONE PITCHING WORK AS PER RECAPULATION SHEET AT BODELI (SECOND ATTEMPT)

(01) CONSTRUCTION OF CC ROAD AT GOKUL ESTATE AT ALIPURA AT BODELI. (02) CONSTRUCTION OF COMPOUND

WALL BEHIND GANPATBHAI BARIYA HOUSE AT MANJIPURA AT BODELI.

NAME OF WORK : CONSTRUCTION OF CC ROAD AT GOKUL ESTATE AT ALIPURA AT BODELI.

Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for 35.84 Cu.M. 106.81

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

2 Carting of surplus earth.( 2.0 Km. Lead ) 35.84 Cu.M. 62.48

3 Providing and laying Compacted WBM (Grade II) with BT 26.88 Cu.M. 1993.15

Crushed metal of size 40mm to 63mm) including using

20persontage stone Screening grit 0.16 cum and stone dust

cum as filler including for Spreading, watering & consolidation

by vibrator power road roller 8 tone to 12 tone etc complete as

per morth clause

4 Providing and laying cement concrete 1:3:6 (1-Cement : 3- 17.92 Cu.M. 3080.91

coarse sand : 6- hand broken stone aggregates 40 mmnominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

5 Repairing Existing M.H. Chamber Upto 0.60 Mt Hight Upgrade or 1.00 Nos 1352.39

to fix road level with all material but excluding frame & cover.

6 Providing and laying controlled cement concrete M.250 and 25.20 Cu.M. 4247.57

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete.

7 Providing & Laying M,S,Side Rail of road thickness with 168.00 Sq.M. 130.29

necessary nut bolt plates fixing as per width, applying 4.50 kg /

Sq.Mt. meatalic hardner applying plate vibrator,electric or

diesel in channel.Comp. with V.D. system (Trimix) by using the

all necessary equipments & materil & machinery,such as

running screed vidrator on prelaid M.S.channel for levelling

vaccum pumps, floating & power trovelling etc.Compl.

8 Pre-Moulded bituminous joint Filler 12mm size. 5.40 Sq.M. 553.80

NAME OF WORK : CONSTRUCTION OF COMPOUND WALL BEHIND GANPATBHAI BARIYA HOUSE AT MANJIPURA AT

Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth including sorting out 18.56 Cu.M. 208.93

and stacking of useful materials and disposing of the excavated

stuff with all Lead.

Loose or Soft Soil.

2 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- 1.93 Cu.M. 3080.91

Coarse Sand : 6- hand broken stone aggregates 40mm nominal

size) and curing complete excluding cost of formwork in

(A) Foundation & Plinth

3 Providing and laying cement concrete M200 and curing 1.20 Cu.M. 4460.86

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in

( c ) Shelves, Lintel ,Beams, slab, landing upto two floor level.

4 Providing formwork of ordinary timber planking so as to give a 6.88 Sq.M. 202.18

rough finish including centering, shuttering, strutting and

propping etc. height of propping etc. height of propping and

centering below supporting floor to ceiling not exceeding 4M.

And removal of the same for in sity reinforced concrete and

plain concrete work in

(H) (1) Sides and soffits of beams, beam haunchings, cantilever,

girders bressumers, and lintel not exceding 1 m in depth

5 Brickwork using common burnt clay building bricks having 8.18 Cu.M. 4121.55

crushing strength not less than 35kg/Sq.cm. In foundation and

plinth in Cement mortar 1:6 ( 1-Cement :6- Fine Sand )

(B) Conventional

6 Brickwork using common burnt clay building bricks having 10.41 Cu.M. 4396.56

crushing strength not less than 35kg/Sq.cm. In foundation and

plinth in Cement mortar 1:6 ( 1-Cement :6- Fine Sand )

(B) Conventional

Extra for brickwork in super structure above floor two level

7 Filling available excavated earth ( excluding rock ) in trenches, 18.56 Cu.M. 133.65

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

depth consolidating each deposited layer by ramming and

8 Providing TMT Bar FE 500D reinforcement for R.C.C. work 144.00 Kg 77.29

including bending, binding and placing in position complete upto

floor two level

9 Providing 20mm thick sand faced cement plaster on walls upto 102.78 Sq.M. 337.52

height 10mt. Above ground level consisting of 12mm thick

backing coat of C.M. 1:3 ( 1-cement : 3-sand ) and 8mm thick

finishing cost of C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.

10 Providing and fixing M.S. grills of required pattern to wooden 135.00 Kg. 105.18

frame of windows with M. S. flat at required spacing & frame

alround, square or round bars with round bars with round

headed bolts and nuts or by screws. (A) Plain Grill

11 Painting Three coats ( including One Coat priming coat & Two 5.40 Sq.M. 102.66

Coat enamal Paint) on new steel and other metal surface with

snthetic enamel paint ,brushing to give an even shade including

cleaning surface of all dirt, dust and other foreign matter.

12 Finishing Wall with Weather Proof Exterior Emulsion Paint on 102.78 Sq.M. 59.53

wall Surface (Two Coats) to give an required shape even shade

after throughly brushing the surface free from mortar dropping

and other foreign matter and sand papered smooth.

Total (B1+B2) :-

Note :- 18% GST will be Paid Extra on Each Bill.