CONSTRUCTION OF COMPOUND WALL/ PROTECTION WALL FOR COLLEGE OF AGRICULTURE, SDAU, KUTCH

NAME OF WORK : - CONSTRUCTION COMPOUND WALL/PROTECTION WALL FOR COLLEGE OF

AGRICULTURE,SDAU, KUTCH

Qty. Item Description Rate Unit Amount

1 3037.30 Excavation for foundation upto 1.5 m depth including sorting 267.08 Cmt

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(C) Hard Murrum.etc.

complete as per directed by EIC.

2 269.90 Excavation for foundation for depth from 1.5 m to 3.0 m 287.21 Cmt

including sorting out and stacking of useful materials and

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

Murrum etc. complete as per directed by EIC.

3 272.90 Providing and laying cement concrete 1:3:6 (1- Cement : 3- 3347.14 Cmt

coarse sand : 6- Crushed aggregates 20 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation

and Plinth. etc complete as per directed by EIC.

4 480.80 Precast concrete block masonry (including quoin blocks jamb 3771.97 Cmt

blocks closer etc.) with solid concrete blocks of approved size

made of cement concrete 1:3:6 mix (1-Cement : 3 coarse

sand: 6- graded stone aggregates of 20 mm and down grade)

in foundation and plinth cement morter 1:6 etc. complete as

per directed by EIC.

5 274.50 Providing and laying controlled cement concrete M-200 and 4333.91 Cmt

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work in

footings etc. complete as per directed by EIC.

6 131.60 Providing and laying controlled cement concrete M-200 and 8894.06 Cmt

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work in

Columns upto Floor Two Level. etc. complete as per directed

7 237.80 Providing and laying controlled cement concrete M-200 and 5947.89 Cmt

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work in plinth

beams.etc. complete as per directed by EIC.

8 86.00 Providing and laying controlled cement concrete M-200 and 5946.88 Cmt

curing complete including the cost of form work but excluding

cost of reinforcement for reinforced concrete work in Sill

and Lintel.etc. complete as per directed by EIC.

9 70068.50 Providing TMT Bar FE 500D reinforcement [Fusion Bonded 87.87 Kg.

Epoxy Coating not less than 175 micron thickness and up to

300 micron to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at plant and all

taxes] for R.C.C. work including bending, binding and placing

in position complete upto floor two level. etc. complete as

per directed by EIC.

10 1725.60 Filling available excavated Earth (Excluding Rock ) in trench 136.92 Cmt

plinth side of foundation . in layer not excluding 20 cm in

depth consolidation each deposited layer by ramming and

watering etc. complete as per directed by EIC.

11 519.50 Precast concrete block masonry (including quoin blocks jamb 4053.69 Cmt

blocks closer etc.) with solid concrete blocks of approved size

made of cement concrete 1:3:6 mix (1- Cement : 3 coarse

sand: 6- graded stone aggregates of 20 mm and down grade)

in superstructue above plinth upto floor two level in cement

morter 1:6 .etc. complete as per directed by EIC.

12 9814.50 Providing 20 mm thick double coat mala cement plaster on 283.95 Smt

interior brick / concrete work for plastering comprising of

base coat of 12 mm thick cement plaster in cement mortar (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. complete

as per directed by EIC.

13 9814.50 Finishing wall with weather proof exterior emulsion paint on 120.26 Smt

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

after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc. complete as per

directed by EIC.

14 1910.20 Providing and fixing RAZOR coil 600mm dia with blade 16mm 923.43 RMT

clips per spial5 Hot dipped galvanized 200GSM Tape thickness

0.50mm GI spring core wire 2.60mm Thick (Avg weight

Kg/100mt) and 5 Rows of galvanised steel barbed wire

weighing 9.38 kg per 100 meter in M.S angle posts 75mm X

75mm X 6mm. and oil painting 2 coats fixed at 2.50mt. C/C

strained and fixed to posts with G.I staples including fixing

posts in compound wall etc. complete as per directed by EIC.

15 5836.30 Earthwork in cutting including preparing the slope and 338.14 Cmt.

camber andstacking or utilising the cutting stuff in bank as

directed upto 400 Meters from the end of cutting with all

lead and lift.(i) Hard murrum. etc. complete as per directed by

16 5836.30 Watering of earth and Rolling of earthwork in layers with 22.96 Cmt.

power roller including filling in depressions which occur

during the process etc. complete as per directed by EIC.

17 850.30 Earthwork for embankment including breaking clods, dressing 172.31 Cmt.

with all lead and lift and including watering rolling and

consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the

process using power roller 8T to 10T.(D) From Borrow area

within 2.0KM. lead etc. complete as per directed by EIC.

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

at…………………….% (in words………………………………..………………….Percentage) below/above

rates mentioned schedule- B.

Contractor Signature Executive Engineer