PROPOSED CONSTRUCTION OF MULTIPURPOSE SHED AT ASHARAMSHALA BHESDHARA, TA:DHARAMPUR, DIST.VALSAD

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

1 Excavation for foundation upto 1.5 m depth including 334.50 CMT. 117.07

sorting out and stacking of useful materials and

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

Loose or soft soil ( I ) 0 To 1.5 mt. Depth

2 Excavation for foundation upto 1.5 m to 3.0 m depth 81.00 CMT. 129.80

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT

3 Filling available excavated earth (Including rock in 344.50 CMT. 130.39

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each deposited

layer by ramming and watering)

4 Providing & filling in plinth with murrum or yellow soil 51.00 CMT. 289.06

watering, ramming & consolidation etc. complete.

5 Filling in plinth with sand under floors including 41.00 CMT. 460.18

watering ramming, consolidating and dressing

complete (A) Foundation and plinth

6 Providing and laying cement concrete 1:2:4 (1-Cement : 81.00 CMT. 3855.17

2- coarse sand : 4- hand Machine crushed stone

aggregates 40 mmnominal size) and curing complete

including cost of formwork in (A) PCC

7 Providing and laying controlled cement concrete M.250 41.00 CMT. 4419.76

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced

concrete work in foundation, footings base of column

and mass concrete. (A) Footing

8 Providing and laying controlled cement concrete M.250 14.00 CMT. 7963.85

and curing complete inculding the cost of formwork

but Excluding the cost of reinforcement for reinforced

concrete work in All Types of Column D) Column,

Pillers, posts and struts , upto Plinth

9 Providing and laying controlled cement concrete M.250 26.50 CMT. 6265.03

and curing complete inculding the cost of formwork

but Excluding the cost of the cost of reinforcement for

reinforced concrete work in Beams. (E) Beam, upto

10 Providing and fixing TMT bars Fe-500D steel 10341.50 Kg . 76.21

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

bending and placing in position complete upto floor two

level ,Ground Floor, First Floor , Second Floor, Third

Floor, Terrace Floor (all floor).

11 Brick work using common brunt clay building bricks 12.00 CMT. 4021.02

having crushing strength not less than 35 kg/sqcm. in

foundation and plinth in cement mortar 1:6 (1 cement :6

fine sand) etc.comp. (B) Conventional Ground floor

upto Plinth

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

12 20mm thick sand faced cement plaster on walls upto 32.00 SMT. 300.65

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete. Upto Ground Floor to

13 Providing and laying Vitrified tiles 8 to 10 mm thick , 340.00 SMT. 1073.12

24'' x 24'' in flooring treads of steps and landing laid on

a bed of 12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand ) finishing with flush pointing in white

cement.Soluble Salt PVT. Tiles in All Rooms.

14 Finishing wall with weather proof exterior emulsion 32.00 SMT. 160.59

paint on 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. Priming: Apply a liberal coat of

exterior acrylic primer and allow it to dry for 4-5 hours.

Application of putty is not recommended. Minimum 4-6

hours duration is required between each coat of

weather shield max paint

15 Applying priming coat over new steel and other metel 414.00 SMT. 122.49

surface after and including preparing the surface by

throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming paint

brushing red lead. and Painting two coats (excluding

priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade

including cleaning the surface an even shade including

cleanicn the surface of all dirt, dust and other foreign

16 Steel work welded in built up sections, framed work 82.77 Quintal 9047.86

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees,

flats with connecting plates or angle cleats as in

17 Providing & fixing colouron galvaniced steel, zinc / 414.00 SMT. 1161.50

aluminium alluscoated sheet 0.80 mm. thick roofing

fixed with gslvanised grom J or L hook bolts and bolt

8mm dia with bituman and impet washer filled

withwhite lead etc. Excluding the cost of purlins rafter

and trusses.

SHEDULE B Page

Description of Item (With brif Specification And Rate in

Item No. Quantity Unit Amount

Reference to Book of Specifications) Figures

18 Providing, laying and jointing in true line and level 110 32.00 RMT. 836.73

diametre U.P.V.C (Type B) conforming to IS 13592-

1992 with one end plain and other end socketed with

rubber ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe

shall be fixed on wall using of PVC clamp of the size

110 mm diametre x 149 mm length x 145 mm heigh at

every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost

of all materials.

Rupees ThirtyFour Lakh TwentyTwo Thousand Four Hundred ThirtyFive Paise SixtySix Only

SHEDULE B Page