Construction For New Shops cum Godowns At Old Office Bldg. at Main Yard Savli A.P.M.C.Dist.Vadodara.

Name of work:Estimate of Construction For "New Shops cum Godowns"

At Old Office Bldg. at Main Yard Savli A.P.M.C.,Dist.Vadodara.

Ground floor (Built up area = 365.00 SMT.)

DESCRIPTION UNIT QTY. RATE AMOUNT

1 Excavation for foundation upto 1.5 mt. depth incl.

sorting out & stacking of useful materials and

disposing of excavated stuff upto 50 mt.Lead

(SOR P NO.36,IT.NO.04001C)

(B) Dense or Hard soil)

(A) for footing ,(B) for Gr. Beam, (C) for floor CMT 283.50 259.92

2 Filling in plinth with sand under floors including

watering ramming, consolidating and dressing etc.

complete.(SOR P NO.38,IT.NO.04007A. 4.24.) CMT 17.69 467.02

3 Pro. & laying cement concrete 1:4:8 (1- Cement

: 4 -coarse sand :8 - hand broken stone

aggregates40 mm nominal size) and curing

complete in (SOR P NO.41,IT.NO.05004A 5.3.3) PCC

(A) Foundation and Plinth & Gr. Beams CMT 88.19 2720.01

4 Pro.& laying controlled cement concrete M.150 and

curing complete including formworks but excluding

cost of reinforcement in reinforced concrete work for

(A) For Foundation footings, Base of columns,

pedestal,ground beams & col.below plinth

(B) for Coping Beams at plinth level.

5 Filling in foundation and plinth with murrum or selected

yellow soil in layers of 20 cm. \thickness including

watering ramming and consolidating etc.complete.

(SOR P NO.38,IT.NO.04008A) CMT 461.52 293.36

6 Pro. & laying brickwork using common burnt clay

building bricks having crushing strength not less

than 35 kg/smt in foundation and plinth in Cement

Mortar 1:5 (1- Cement: 5- fine sand)(B) Conventional

DESCRIPTION UNIT QTY. RATE AMOUNT

7 Pro.& laying cement concrete 1:5:10 (1- cement : 5 -

fine sand : 10- graded brick bat aggregates 40mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Flooring (BBCC)

8 Providing and laying R.C.C.(M200) for slab at

plinth level as per str. design.

9 Pro. & laying ordinary cement concrete 1:1.5:3 (1-

cement 1.5- coars sand :3 graded stone aggregates

20 mm nominal size) and finishing smooth with

curing etc.complete including the cost of form

work but excluding the cost of reinforcement for

R.C.C work above plinth ( super structure )

(ii) Having cross sectional area more than

smt. and upto 0.18 Smt. ( RCC COL.)

(i) Having cross-sectional area 0.05 to 0.08 SMT

10 Pro. & laying brickwork using common burnt clay

building bricks having crushing strength not less

than 35 kg/smt in super structure in

Cement Mortar 1:5 (1- Cement: 5- fine sand)

(SOR P NO.56, IT.NO.06001BA.6.12. + SOR P 4111.95 +

NO. 57,IT.NO.06006B.6.19.) (B) Conventional CMT 147.73 4384.24

11 Pro. & laying ordinary cement concrete 1:2:4 (1-

cement 2-coars sand :4 graded stone aggregates

20 mm nominal size) for RCC lintel / chhaja / loft

with finishing smooth with curing etc.complete

including the cost of formwork but excluding the

cost of reinforcement.

12 Providing. & laying ordinary cement concrete M.200

and finishing smooth with curing etc.complete

including the cost of formwork but excluding the

cost of reinforcement for R.C.C. work in

(iii) slabs having more then 10 cm and up to

cm thickness (MAIN SLAB)

DESCRIPTION UNIT QTY. RATE AMOUNT

13 Providing & laying ISI Mark T.M.T bars in

reinforcement for R.C.C. work including bending,

binding and placing in position complete as per design.

14 Pro.& applying 15 mm thick cement plaster in single

coat on brick/concrete walls for interior plastering up

to floor two level and finished even and smooth in

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

15 20mm thick sand faced double coat cement plaster

on walls up to height 10 meters above ground level

consisting of 12 mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8 mm thick finishing coat of

C.M. 1:1 (1-cement : 1-sand ) etc. complete

16 Pro.& laying controlled cement concrete M.150 for

for reinforced concrete work in (rcc stair)

17 Pro. & laying polished kota stone slab flooring

over 20mm (average) thick base of cement mortar

1:6 (1-cement: 6-coarse sand) including rubbing

and polishing etc.complete (A) 18 mm thick

18 Pro. & fixing M.S.rolling shutters of approved make

with bracket plates, guide channels and arrangements

for inside & outside locking complete including,

cutting, hoisting, fixing in position and applying

a priming coat of read lead paint & two coats

oil painting (A) Shutters having width up to 3.5 M.

19 Pro. & fixing Ventilators having extruded alluminium

section of size 63 mm x 38.10mm x 1.2 mm with

colour anodized alluminium frame,safty grill & fix jali

as per design etc. complete

(SOR P.NO.90,IT.NO.11029) SMT. 4.32 1288.93

DESCRIPTION UNIT QTY. RATE AMOUNT

20 Pro.& laying half brick masonary in common

brunt clay building bricks having crushing strength

not less than 35 kg/smt in cement mortar 1:4

(1- Cement : 4 - coarse sand ) (B) Conventional

(SOR P NO.58,IT.NO. 06008A2A 6.3) SMT 89.10 608.75

21 Pro. & laying broken china mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of

glazed tiles to be laid over cement mortar 1:3 to

plain or slope. (SOR P.NO.101, IT.NO.14035) SMT. 417.70 758.39

22 Pro. cement vata (10cm x 10 cm.size) quarter

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete

(SOR P.NO.107,IT.NO. 17015) RMT 99.00 24.04

23 Painting (two coats) with plastic emulsion paint

of approved brand and manufacture on surface

to give an even shade including throughly lapi &

brushing the surface free from mortar droppings

and other foreign matter and sand prepared

smooth. (interior)

24 Finishing wall with water proofing cement paint of

on surface (two coats) after throughly brushing the

surface to remove all dirt and remains of loose

powered materials. (exterior)

25 Internal Electric work

(Concealed type with all std.accessaries as per

instruction) Lump-Sump

(Rupees Fifty Seven Lakh Fourty ThreeThousand Only. )