CONSTRUCTION OF BRICK MASONARY PROTECTION WALL FOR SDAU AT RADHANPUR.

NAME OF WORK :- CONSTRUCTION OF BRICK MASONARY PROTECTION WALL FOR SDAU AT

Sr. No. Description of Item Qty. Rate Per Amount

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

1 off the excavated stuff upto 50 Meter lead.(A) Loose or 648.00 115.92 CMT

soft soil..ETC As per instructions and drawing or as

directed by engineer in charge.

Providing and laying cement concrete 1:4:8 (1- Cement : 4-

Coarse sand : 8- hand broken stone aggregates 40mm

normal size) and curing complete excluding cost of

2 formwork in (A) Foundation and Plinth (upto 10 ton)ETC 81.00 2544.03 CMT

As per instructions and drawing or as directed by

engineer in charge.

Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Cement Mortar 1:5 (1-

3 cement : 5-coarse sand including levelling up etc. 378.00 2480.92 CMT

complete….ETC As per instructions and drawing or as

directed by engineer in charge.

Providing and laying ordinary cement concrete 1:1.5:3 (1-

Cement 1.5- coarse sand : 3- graded stone aggregates

mm nominal size) for R.C.C Coping including finishing

smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement..etc EIC

Brick work using common burnt clay building bricks having

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

superstructure above floor two level in Cement mortar

1:5 ( 1-Cement : 5-coarse sand ) Conventional….ETC As

per instructions and drawing or as directed by engineer

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls/RCC for

plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement:3-sand) ….ETC

As per instructions and drawing or as directed by

engineer in charge.

White washing with lime on wall surface (two coats) to

give an even shade including thoroughly booming the

7 surface to remove all dirt, dust; mortar drops and other 2664.00 20.00 SMT

foreign matter.….ETC As per instructions and drawing or

as directed by engineer in charge.

Sr. No. Description of Item Qty. Rate Per Amount

Providing TMT Bar FE 500/500D reinforcement for R.C.C.

work including bending, binding and placing in position

8 complete upto floor two level (upto 10 ton) ….ETC As per 8910.00 75.46 KG

instructions and drawing or as directed by engineer in

Providing and fixing 1.20 Metre highfencing with

Metre long M.S. Angle posts 40mm x 40 mm x6 mm and

oil painting 3 coats fixed at 2.5 Mt,C/c. with five

Horizontan lines and two diagonals of galvanised steel

9 barbed wire weighting 9.38 Kg. per 100 Metre, strained 600.00 315.17 RMT

and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc….ETC As per instructions and drawing or as

directed by engineer in charge.

Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering. ….ETC As per instructions

and drawing or as directed by engineer in charge.

I we am/are agree to carried out and complete the above

mentioned work at…………………….% (in

words………………………………..………………….Percentage) below/above rates mentioned

Contractor Signature Executive Engineer