Construction of Retaining Compound wall with wire Fencing at Backside of Pared Ground PTC Campus Junagadh.

Name of Work : Construction of Retaining Compoundwall with wire Fencing at

Backside of Pared Ground PTC Campus Junagadh.

:: SCHEDULE B ::

Statement showing the approximate quantities for the items of the above work to be carried out and approximate cost put to

Sr. Description Qty Unit Estimated Amount Amount

No. Figure in Words

1 Demolition of Brick work and stone masonry including 56.00 Cum 557.32 Rupees Five Hundred

stacking of serviceable materilas and disposal of Fifty Seven And Paise

unserviceable materials with all lead and lift.(ii) In Cement Thirty Two Only

2 Add extra for Disposing off the excavated stuff of above 536.00 Cum 17.28 Rupees Seventeen And

items for lead of (A) 50 m to 100 m Paise Twenty Eight Only

3 Excavation for foundation upto 1.5 Mt. depth incluing sorting 27.00 Cum 155.60 Rupees One Hundred

out and stacking of useful materials and disposing of the Fifty Five And Paise Sixty

excavated stuff of any lead & Lift. (B) Dense or Hard soil Only

4 Excavation for foundation upto 1.5 Mt. depth incluing sorting 376.00 Cum 273.50 Rupees Two Hundred

out and stacking of useful materials and disposing of the Seventy Three And Paise

excavated stuff of any lead & Lift. (D) Soft Rock Fifty Only

5 Excavation for foundation From 1.5 Mt to 3.00. Mt depth 134.00 Cum 644.81 Rupees Six Hundred

including sorting out and stacking of useful materials and Forty Four And Paise

disposing of the excavated stuff upto any lead & Lift. [D] Eighty One Only

Sr. Description Qty Unit Estimated Amount Amount

No. Figure in Words

6 Providing & laying Cement Concrete 1:3:6 ( 1 cement : 3 27.00 Cum 3064.60 Rupees Three Thousand

coarse sand : 6 M/C graded stone aggrigates of 20 mm Sixty Four And Paise

nominal size) curing complete excluding cost of formwork in Sixty Only

FOUNDATION AND PLINTH.

7 Providing and laying TMT Steel reinforcement (Grade Fe- 17900.00 Kg 76.52 Rupees Seventy Six And

500) for RCC work including cutting,bending,binding and Paise Fifty Two Only

placing in position etc.comp for all floor

8 Providing & laying controlled cement concrete M- 250 and 129.00 Cum 4722.49 Rupees Four Thousand

finishing smooth with curing etc.complete including the cost Seven Hundred Twenty

of formwork of plywood only with fair finish & Proping must Two And Paise Forty Nine

be of steel only so as to give a fair finish but excluding the Only

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

Footing for any cross sectional area at Rate are also

Inclusive Of Providing & Mixing Plastisizer Of Approved

Make & In Proportion As per mix design.

9 Providing & laying controlled cement concrete M- 250 and 123.00 Cum 9927.74 Rupees Nine Thousand

finishing smooth with curing etc.complete including the cost Nine Hundred Twenty

of formwork of plywood only with fair finish & Proping must Seven And Paise Seventy

be of steel only so as to give a fair finish but excluding the Four Only

cost of reinforcement for R.C.C. WALL for any cross

sectional area at Rate are also Inclusive Of Providing &

Mixing Plastisizer Of Approved Make & In Proportion As per

Sr. Description Qty Unit Estimated Amount Amount

No. Figure in Words

10 Providing & laying controlled cement concrete M- 250 and 13.00 Cum 7318.48 Rupees Seven Thousand

finishing smooth with curing etc.complete including the cost Three Hundred Eighteen

of formwork of plywood only with fair finish & Proping must And Paise Forty Eight

be of steel only so as to give a fair finish but excluding the Only

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

any cross sectional area at Rate are also Inclusive Of

Providing & Mixing Plastisizer Of Approved Make & In

Proportion As per mix design.

11 Providing & laying controlled cement concrete M- 250 and 3.00 Cum 9363.25 Rupees Nine Thousand

finishing smooth with curing etc.complete including the cost Three Hundred Sixty

of formwork of plywood only with fair finish & Proping must Three And Paise Twenty

be of steel only so as to give a fair finish but excluding the Five Only

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

Plinth for any cross sectional area at Rate are also

Inclusive Of Providing & Mixing Plastisizer Of Approved

Make & In Proportion As per mix design.

12 Filling available excavated earth (excluding rock ) in 27.00 Cum 135.56 Rupees One Hundred

trenches, plinth sides of foundation etc. in layers not Thirty Five And Paise Fifty

exceeding 20 cms. in depth consolidation each deposited Six Only

layer by ramming and watering.

13 Filling in foundation and plinth with Murrum or selected soil 299.00 Cum 298.79 Rupees Two Hundred

in layers of 20 cm. Thickness including watering,ramming Ninety Eight And Paise

and consolidating etc.complete. Seventy Nine Only

14 Brick work using common burnt clay building bricks having 23.00 Cum 4172.60 Rupees Four Thousand

crushing strength not less than 35 Kg/Sq.cm.in foundation One Hundred Seventy

and plinth in cement mortar 1:6 (1-cement;6-coarse sand), Two And Paise Sixty Only

Conventional bricks.Bricks with frog only shall be used.

Sr. Description Qty Unit Estimated Amount Amount

No. Figure in Words

15 Providing & laying controlled cement concrete M- 250 and 5.00 Cum 6147.05 Rupees Six Thousand

finishing smooth with curing etc.complete including the cost One Hundred Forty Seven

of formwork of plywood only with fair finish & Proping must And Paise Five Only

be of steel only so as to give a fair finish but excluding the

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

cross sectional area at Rate are also Inclusive Of Providing

& Mixing Plastisizer Of Approved Make & In Proportion As

per mix design.

16 Providing and fixing to wall, ceiling and floor U.PVC SWR 12.00 Rmt 495.91 Rupees Four Hundred

Soil Waste Pipe with 'O' Ring 110 mm dia. of ISI 13592/92. Ninety Five And Paise

Rate inclusive of All fittings like single or double 'Y' with Ninety One Only

door, reducer, coupler single 'T' with door bend, G.I. Slotted

Z patti of 16 Gauge (minimum1.60mm thick) and minimum

6mm dia. U Clamp with Washer Nut at every 1.50mt. vertical

distance including All Labour Charges etc. complete and

making good the Wall, Ceiling and Floor.

17 Provinding 20 mm thick SAND FACED cement PLASTER on 698.00 Sqm 339.02 Rupees Three Hundred

walls above ground level consisting 12 mm thick backing Thirty Nine And Paise

coat of C.M. 1: 3 ( 1 cement : 3 sand ) and 8mm thock Two Only

finishing coat of C.M. 1:1 ( 1 cement : 1 sand ) etc.

Complete for any height.

Sr. Description Qty Unit Estimated Amount Amount

No. Figure in Words

18 Finishing walls with Weather Proof Exterior Emulsion Paint 698.00 Sqm 153.35 Rupees One Hundred

on Wall Surfaces (Two Coats) over and above Applying one Fifty Three And Paise

coat of Primer to give an Required shape and even shade Thirty Five Only

after thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials etc. complete. Primer

and Exterior Emulsion Paint shall be used as per approved

material list of GSPHCL.

19 Providing and fixing 0.50 metre high vertically & 0.65 metre 80.00 Rmt 561.53 Rupees Five Hundred

inclined with .30mt embeded in wall total length of 1.45mt Sixty One And Paise Fifty

MS Angle post 40 x 40 x5 mm and oil painting 3 coats fixed Three Only

at equal inner wall as directed by Engineer in Charge with

horizontal line and two diagonal on inclined angle, two

horizontal line & two diagonally on verticaly post, total 9 line

of Galvanized steel BARBED wire, weight 9.38 Kg per

metre, strained and fixed to posts in grouting with 0.31mt x

0.31mt x 0.30mt Block in C.C. 1:1.5:3 etc complete.

…………………………… G.S.P.H.C.Ltd

Contractors Signature Junagadh