DAY

DATE

EVENT

COURSE
 CLOSURE
 TEE NO. 1

COURSE
 CLOSURE
 TEE NO 10

REMARKS

TUE

17-Apr-18

1st Round

TILL 04:30 P.M

TILL 04:30 P.M

OR 30mins after the last crossover and subject to weather & visibility conditions

WED

18-Apr-18

2nd Round

DO

DO

DO

THU

19-Apr-18

3rd Round

08:30 A.M
 TO
 01:30 P.M

08:30 A.M
 TO
 01:30 P.M

• Last Tee off for Members from Tee No 1 & 10 for 9 Holes only at 07:30 a.m.
• Course OPEN to Members again ONLY after 1330hrs or 30mins after the last crossover (whichever earlier)

FRI

20-Apr-18

4th Round

DO

DO

DO

SAT

21-Apr-18

ProAm

TILL 01:00 P.M

TILL 01:00 P.M

OR 30mins after the last crossover and subject to weather & visibility conditions

Sl No.

Description of Works

Qty.

Unit

1

 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm 

22.00

Sqm

2

Demolishing cement concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge 1:3:6 or richer mix.

2.40

Cum

3

Demolishing R.C.C.work manually/ by mechanical means including stacking of steel bars and disposal of unsreviceble material within 50 metres lead as per direction of Engineer-in-charge. 

5.00

Cum

4

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches of walls, retaining walls, footings of column or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bo

32.00

Cum

5

Filling with available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm in depth, consolidationg each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m

17.00

Cum

6

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete

2.00

Cum

7

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

1.20

Cum

8

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level ::1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) 

7.00

Cum

9

Centring and shuttering with steel plate / 12mm thick water proof ply board including strutting, propping etc. and removal of form at all levels for :Foundations, footings, bases of columns (any thicknes) etc.

8.00

Sqm

10

Centring and shuttering with steel plate / 12mm thick water proof ply board including strutting, propping etc. and removal of form at all levels for :Plinth beams, tie beams (any thicknes) etc.

69.00

Sqm

11

Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access plateform.

3.00

Sqm

12

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) 

3.00

Sqm

13

Supplying, fitting and fixing in position thermo-mechanically treated reinforcement to relevent IS code for R.C.C work including straightening, cleaning, cutting and bending to proper shapes and length etc all complete as per specifications and drawings 

1684.00

Kg.

14

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses plinth and string courses fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)

8.30

Cum

15

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15?, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)

1.00

Cum

16

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth lvel upto floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand)

13.00

Cum

17

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement :6 fine sand)

72.00

Sqm

18

Providing and fixing machine cut, mirror / eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 oarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. 

61.00

Sqm

19

 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 

27.00

Sqm

20

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

50.00

Cum

21

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm

3.00

sqm

22

Providing and fixing 1 mm thick M.S.sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S.gusset plates at the junction and corners,all necessary fittings complete,including applying a priming coat of approved steel primer. Using flats 30x6 mm for diagonal braces and central cross piece.

2.00

sqm

23

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 

5.00

sqm

SESSION

TIME FROM

TIME TILL

MORNING

0530 HRS

1200 HRS

EVENING

1630 HRS

2100 HRS