CONSTRUCTION OF PROTECTION WALL FOR MAIZE RESEARCH STATION VANBANDHU KRUSHI POLYTECHNIC SDAU KHEDBRAHMA.

Dismentling barbed wire in fencing including making rolls and

also including dismentling fencing posts including all earth work

concrete in base and making good the disturbed ground stacking

1 useful materials as directed and disposing as directed and 393.00 67.40 RMT

disposing of the unserviceable materials with all lead and lift.

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

2 excavated stuff upto 50 Meter lead.(A) Loose or soft soil 354.00 121.77 CMT

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

coarse sand : 8- hand broken stone aggregates 40 mm nominal

3 size) and curing complete excluding cost of formwork in (A) 46.00 2742.27 CMT

Foundation and Plinth

Filling available excavated earth (excluding rock) in

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

4 exceeding 20 cm. in depth consolidating each disposited 123.00 135.56 CMT

layer by ramming and watering.

(ii) Uncoursed Rubble Masonry with hard stone of approved

5 quality in foundations and plinth in Cement Mortar 1:5 (1 186.00 2602.88 CMT

cement : 5-coarse sand including levelling up etc. complete

Brick work using common burnt clay building bricks having

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

above plinth level upto floor two level. Conventional bricks in

6 Cement Mortar 1:6 (1- Cement : 6 -coarse sand) for GROUND 176.00 4451.47 CMT

FLOOR. including filling and racking properly the joints and curing

etc complete as directed by E.I.C

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

cement : 1.5 course sand : 3 stone aggregate 20 mm nominal size

B.T. kapachi) including the cost of necessary form work in true

line and levels including compacting with vibrator, curing. But

excluding cost of reinforcement for COPING for any cross

sectional area etc. complete. As per given structural drawing,

design and as directed by engineer in charge.

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

8 including bending, binding and placing in position complete upto 3402.00 76.52 KG

floor two level

Providing 15mm thick cement plaster in single coat on Rough

(Similar) side of single or half brick walls for interior plastering

9 upto floor two level and finished even and smooth in (ii) Cement 1828.00 163.67 SMT

mortar 1:4 (1-cement :4 sand)

SCHEDULE-B

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

even shade including thoroughly booming the surface to remove

10 all dirt, dust; mortar drop sand other foreign matter. 1828.00 12.60 SMT

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long

M.S.Angle posts 40mm x 40mm x 6mm and oil painting 3 coats

fixed at 2.5Mt,C/c. with five Horizontal lines and two diagonals

of galvanised steel bar bed wire weighting 9.38Kg. per

11 Metre ,strained and fixed to posts with G.I ,staples including 393.00 388.05 RMT

fixing the postsing round with 0.5M x 0.5.M x 0.5M. block in C.C

1:5:10 etc complete.

I we am/are agree carried out and complete the above work at………………...……….%

(in words .…………………………………….Percentage) below/above rates mentioned schedule- B.

Contractor Signature Executive Engineer