mandir marg 10c

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India Guniting Corporation Measurement VIth R.A Bill Mandir Marg -:1:- P.T.O MEASUREMENT SHEET VIth Running Account Bill Name of work:- Community and Multipurpose Hall. Sub Head:- Improvement to Barat Ghar at Mandir Marg including fire fighting, Electrical and Agency:- M/s India Guniting Corporation. Agreement No. :- Item No. Description No L B H Item No. 43 1 1.07 2.14 1 1.06 2.14 1 1.06 2.14 1 1.07 2.14 Total Item No. 63 Front canopy T&B (LBN) 2 1.67 1.36 Sides (0.41+0.47/2= 0.44) 2 1.36 0.44 Front side 1 1.67 0.41 Back side passage T&B 2 2.25 1.45 Sides (0.51+0.47/2= 0.49) 2 1.45 0.49 At terrace to cover AHU 2 3.01 1.13 1 1.41 1.12 Top 1 3.01 1.14 At terrace 1 3.46 1.13 1 2.82 1.1 1 2.02 1.13 1 1.46 1.13 Providing and fixing 12 mm thick tinted sheet Toughened glass of MODI/SAINT GOBAIN in doors at all heights and levels including all fittings like handles patch fitting of DORMA/OZONE make and locking arrangements etc. complete in all respects as per drawing and direction of Engineer-In-Charge. Ground Floor Front Ent. Door (LBN) Providing and fabricating and fixing aluminium composite panels having total thickness of 4 mm (Top coil-0.5 mm(3003/5005 Grade from Hindalco/Nalco manufactured as per IS - 737 1986) Non Toxic PE-Core - 3mm and back coil-0.5 mm (3003/5005 Grade from Hindalco/Nalco manufactured as per IS - 737 1986) with minimum 25 macrons PV dF coating on top coil and Polyster/epoxy coating on back coil (4-7 microns) fixed on aluminium substructure of 50x25x3 mm or 38x38x4 mm (IS grade aluminium extusion) with stainless steel fastening system of HILTI/Fischer dash fasteners on facade horizontal/vertical surfaces of columns, suspended ceilings, sills, jambs, canopy etc. and dmaking 25 mm grooves and applying non staining and non streaking sealant 789 or 991 HP with backer rod complete as per the approved shape drawings and as per specifications (straight & curved) - Only exposed surfaces to be measured paid.

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Page 1: MANDIR MARG 10c

India Guniting Corporation

Measurement VIth R.A Bill Mandir Marg -:1:- P.T.O

MEASUREMENT SHEET VIth Running Account Bill

Name of work:- Community and Multipurpose Hall.

Sub Head:- Improvement to Barat Ghar at Mandir Marg including fire fighting, Electrical and AC work.

Agency:- M/s India Guniting Corporation.

Agreement No. :-

Item No. Description No L B H Qty

Item No. 43

1 1.07 2.14 2.29

1 1.06 2.14 2.27

1 1.06 2.14 2.27

1 1.07 2.14 2.29

Total 9.12 sqm

Item No. 63

Front canopy T&B (LBN) 2 1.67 1.36 4.54

Sides (0.41+0.47/2= 0.44) 2 1.36 0.44 1.20

Front side 1 1.67 0.41 0.68

Back side passage T&B 2 2.25 1.45 6.53

Sides (0.51+0.47/2= 0.49) 2 1.45 0.49 1.42

At terrace to cover AHU 2 3.01 1.13 6.80

1 1.41 1.12 1.58

Top 1 3.01 1.14 3.43

At terrace 1 3.46 1.13 3.91

1 2.82 1.1 3.10

1 2.02 1.13 2.28

1 1.46 1.13 1.65

Providing and fixing 12 mm thick tinted sheet Toughened glass of MODI/SAINT GOBAIN in doors at all heights and levels including all fittings like handles patch fitting of DORMA/OZONE make and locking arrangements etc. complete in all respects as per drawing and direction of Engineer-In-Charge.

Ground Floor Front Ent. Door (LBN)

Providing and fabricating and fixing aluminium composite panels having total thickness of 4 mm (Top coil-0.5 mm(3003/5005 Grade from Hindalco/Nalco manufactured as per IS - 737 1986) Non Toxic PE-Core - 3mm and back coil-0.5 mm (3003/5005 Grade from Hindalco/Nalco manufactured as per IS - 737 1986) with minimum 25 macrons PV dF coating on top coil and Polyster/epoxy coating on back coil (4-7 microns) fixed on aluminium substructure of 50x25x3 mm or 38x38x4 mm (IS grade aluminium extusion) with stainless steel fastening system of HILTI/Fischer dash fasteners on facade horizontal/vertical surfaces of columns, suspended ceilings, sills, jambs, canopy etc. and dmaking 25 mm grooves and applying non staining and non streaking sealant 789 or 991 HP with backer rod complete as per the approved shape drawings and as per specifications (straight & curved) - Only exposed surfaces to be measured paid.

Page 2: MANDIR MARG 10c

India Guniting Corporation

Measurement VIth R.A Bill Mandir Marg -:2:- P.T.O

Top 1 1.46 2.99 4.37

1 2.02 1.4 2.83

Below canopy 1 1.8 0.25 0.45

1 2.3 0.25 0.58

SC-02 canopy T&B 2 1.55 1.36 4.22

(0.41+0.47/2= 0.44) 2 1.36 0.44 1.20

1 1.55 0.41 0.64

Machine room T&B 2 1.99 1.52 6.05

(0.41+0.47/2= 0.44) 2 1.52 0.44 1.34

1 1.99 0.41 0.82

Below structural glazing front ent. 1 15.05 0.25 3.76

Below front side structural glazing 2 1.6 0.1 0.32

Around louver (Back side) 1 2.91 0.21 0.61

In kitchen around exhaust fan 2 0.67 0.85 1.14

1 0.67 0.96 0.64

1 0.96 0.85 0.82

-1 0.37 -0.37

1 1.15 0.59 0.68

1 1.15 0.85 0.98

2 0.59 0.85 1.00

-1 0.37 -0.37

2 0.95 0.6 1.14

2 0.6 0.85 1.02

-1 0.37 -0.37

Back side round canopy 1 3.75 0.5 1.88

In front canopy 2 0.48 0.07 0.07

2 0.1 0.07 0.01

Lower terrace in corner 1 0.81 0.53 0.43

On back side bridal room wall 1 1.67 8.95 14.95

1 8.95 0.14 1.25

1 1.65 0.86 1.42

1 0.62 0.86 0.53

Total 91.16 sqm

Item No.130

FF infront of lift foyer area (LBN) 2 3.40 5.30 36.04

2 3.25 5.30 34.45

1 5.50 2.45 13.48

Mezz floor foyer area 1 5.45 5.45 29.70

1 23.75 23.75

Extended portion 1 13.70 5.62 76.99

Total 214.41 sqm

Less exhaust fan 1x3.14x0.345x0.345= 0.37

Less exhaust fan 1x3.14x0.345x0.345= 0.37

Less exhaust fan 1x3.14x0.345x0.345= 0.37

Providing water proofing treatment as the inner surface of over head tanks, underground tank toilets, kitchen and sunken portions by applying three coats of acrylic polymer modified cementations water-proofing coating BRVS BOND RFX of make FOSROC as per manufacturer specifictions, the rate i/e all charges of materials scaffolding, labour cleaning of surface with wire brushes to remove any triteness’ etc. complete as per directions of Engineer-In-Charge. (The coverage of BRUSBOND RFX should be 12-14 square meter in two coats) Packing of brush bond RFX 20kg pack is powder component-15kg liquid polymer-5kg (Jeer me)

Quarter segment ¼x3.14x5.50x5.50= 23.75

Page 3: MANDIR MARG 10c

India Guniting Corporation

Measurement VIth R.A Bill Mandir Marg -:3:- P.T.O

Item No.132

FF infront of lift foyer area (LBN) 2 3.40 5.30 36.04

2 3.25 5.30 34.45

1 5.50 2.45 13.48

Mezz floor foyer area 1 5.45 5.45 29.70

1 23.75 23.75

Extended portion 1 13.70 5.62 76.99

Total 214.41 sqm

Extra Items

At front ent. 1 1.00 1.00

Total 1.00 each

At GF near passage door 1 2.20 1.14 2.51

FF passage door 1 2.23 1.08 2.41

In toilets 5 0.46 0.45 1.04

Total 5.96 sqm

1 1.00 1.00

Total 1.00 each

(a) 20mm nominal bore.

For municipal line connection 1 1.00 1.00

Total 1.00 each

20mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand)

Quarter segment ¼x3.14x5.50x5.50= 23.75

Extra Item No. 62

Providing and fixing stainless steel plates 16 gauge (SS-304 grade) for inauguration complete as per the direction of Engineer-In-Charge. Size 1200x760mm

Extra Item No. 63

Providing and fixing in position trapdoors in false ceiling made out of 19mm thick approved commercial board and 1.5mm thick approved laminate with Ist class Kail wood frame of size (75mmx38mm) all around to fix the trapdoor including the cost of SS hinges (¾"x½"), aluminium tower bolts, locking arrangemets, fevicol, nails, painting inner surface with approved synthetic enamel paint etc. complete in all respect as per the direction and satisfaction of Engineer-In-Charge.

Extra Item No. 64

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls floors with cement concrete 1:2:4 mix (1 cement:2 coarse sand: u graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: coarse sand) finished with a floating coat of neat cement and making necessary channels for the drains etc. complete. For pipes 100mm to 230mm diameter.

Extra Item No. 65

Providing and fixing brass ferrule with CI mouth cover including boring and tapping the main.

Page 4: MANDIR MARG 10c

India Guniting Corporation

Measurement VIth R.A Bill Mandir Marg -:4:- P.T.O

(a) 25mm to 40mm nominal bore. 1 1.00 1.00

Total 1.00 each

In handicapped toilet 1 1.00 1.00

Total 1.00 each

On road 1 1.00 1.00

Total 1.00 each

Front side (LBN) L= 6.70+6.25+2.10= 15.05 1 15.05 6.51 97.98

Vertical fins 12 0.40 4.23 20.30

Less for toughened glass doors -1 1.07 2.14 -2.29

-1 1.06 2.14 -2.27

-1 1.06 2.14 -2.27

Extra Item No. 66

Making connection of GI distribution branch with GI main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete.

Extra Item No. 67

Providing and fixing folding type SS 304 grade grab bars in handicapped toilets as per the direction of Engineer-in-charge.

Extra Item No. 68

Providing and fixing road signage consisting of the following:- (i) 2 nos. 50mm diameter vertical pipe post stainless steel pipe (SS-304 grade) 16 gauge 3.40 mtr long each. (ii) Outer frame 25mm diameter stainless steel pipe SS-304 grade & internal frame work 25x10mm stainless steel tube SS-304 grade. (iii) Providing, cutting, hoisting and fixing including fabrication of 3mm thick aluminium composite material sheet (ACM) made up of two aluminium sheet of 0.25mm thick each having the distance of 2.50mm filled with rubber polymer confirming to various concerened ASTM standard.(iv) Providing and fixing in position very high bond (VHB) double tape 24mm wide and 2.3mm thick for jointing ACM/Aluminium sheet with SS frame.(v) Supplying and fixing retroreflective sheeting grade IX as per ASTM-D 4956-07 in two layers of approved colour over ACM aluminium sheet. (vi) Cost includes excavation of pit, cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size), cutting, organ welding, polishing, buffing, necessary holes, nuts & bolts, anchor plates, chemical applications, cleaning, to grout the vertical post etc. complete as per the sketch drawing attached and as per the direction & satisfaction of Engineer-In-Charge.

Extra Item No. 69

Providing and fixing 13.52mm thick (6mm+1.52mmPVB+6mm) laminative reflective toughened glass (ST-450) on front fascia and 21.52mm thick (10mm+1.52mm+10mm) clear toughened glass in vertical fins with stainless steel spider fittings of make "OZONE" or equivalent complete in all respect as per Architectural drawings and instructions of Engineer-In-Charge. (Only front elevation area shall be measured for payment)

Page 5: MANDIR MARG 10c

India Guniting Corporation

Measurement VIth R.A Bill Mandir Marg -:5:- P.T.O

-1 1.07 2.14 -2.29

Total 109.16 sqm

Page 6: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:6:- P.T.O

ABSTRACT OF COSTVIth Running Account Bill

Name of work:- Community and Multipurpose Hall.

Sub. Head:- Improvement to Barat Ghar at Mandir Marg including fire fighting, Electrical and AC w

Agency:- M/s India Guniting Corporation.

Agreement No. :-

Item No. Descreptioin Agg. Qty Unit

Item No. 1

3841.50 kg 4038.71 4038.71 4038.71

Item No.2

2636.00 Sqm 563.58 563.58 563.58

Item No. 3

46.00 cum 213.63 59.80 59.80

Item No. 4

10.00 cum 33.25 13.00 13.00

Item No. 5

Total Qty.

Qty. Limited for 10c

(Agg.+30/100%)Net Qty. Executed

for 10 c

Dismantling steel work in built up section in angle, tees, flats and channels including all gusset plates, bolts, nuts, cutting, rivets, welding etc. including dismembering and stacking within 50 metres lead.

Dismantling old plaster o skirting racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Demolishing brick work manually by mechanically means including stacking of servicable material of disposable of un servicable material within 50 metre leads as per direction of Engineer-In-Charge. In cement mortar.

Demolishing RCC work manually by mechanical work means including stacking of steel bars and disposable of unservicable material within 50 metre lead as per direction of Engineer-In-Charge.

Dismantling doors, windows and clerestory windows (steel of wood) shutter including chowkhats, architiave, holdfasts etc. complete and stacking within 50m lead.

Page 7: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:7:- P.T.O

a) Of area 3 square meter and below 64.00 each 57.00 57.00 57.00

b) Of area beyond 3 square meter 9.00 each 7.00 7.00 7.00

Item No. 6

1050.00 sqm 1624.53 1365.00 1365.00

Item No. 8

8.00 Each 8.00 8.00 8.00

Item No. 9

508.00 sqm 740.31 660.40 660.40

Item No. 10

(a) 1:3:6 or richer mix 126.00 cum 86.51 86.51 86.51

(b) 1:4:8 or leaner mix 252.00 cum 108.98 108.98 108.98

Item No. 11

263.00 mtr 56.48 56.48 56.48

Item No. 12

508.00 100 sqm 716.91 716.91 716.91

Dismantaling stone slab flooring laid in cement mortar including stacking of servicable material and disposasl of unservicable material within 50 metre lead.

Dismantling of flushing cistern of any size including stacking of useful materials near the site and disposal of unservicable materials within 50 metre lead.

Dismantling pre-cast cc paver flooring / footpath laid in cement mortar including stacking of servicable material and disposal of unservicable material within 50 metre lead.

Demolishing cement concrete manually by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-In-Charge.

Dismantling CI or asbestos rain pipe with fittings and clamps including stacking the material within 50 metre lead. (100mm dia pipe)

Earth work in surface excavation and exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 square meter on plan including disposal of excavated earth up to 50 m and lift upto 1.5 m disposed soil to be leveled and neatly dressed. All kind of soils.

Page 8: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:8:- P.T.O

Item No. 13

94.00 cum 237.30 237.30 237.30

Item No. 14

288.00 cum 741.07 741.07 741.07

Item No. 15

97.00 cum 355.07 355.07 355.07

Item No. 16

(a)105.00 cum 137.86 137.86 137.86

(b)152.00 cum 117.62 117.62 117.62

Item No. 17

38.00 cum 19.01 19.01 19.01

Earth work in excavation by mechanical means (Hydraulic excavator) / means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m.All kind of soil.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing or sides and ramming of bottoms, lift up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metre.All kinds of soil.

Extra for every additional lift of 1.5m or part there of in All kinds of soils.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

1:2:4 (1cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size)

1:5:10 (1cement : 5coarse sand : 10graded stone aggregate 40mm nominal size)

Providing and laying cement concrete 1:5:10 (1cement : 5coarse sand : 10graded bricks aggregate 40mm nominal size)

Page 9: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:9:- P.T.O

Item No. 20

391.00 sqm 403.85 403.85 403.85

Item No. 21

151.00 sqm 181.66 181.66 181.66

Item No. 22

16.00 cum 119.17 119.17 119.17

Item No. 23

79.00 cum 177.43 102.70 102.70

Item No. 24

25.00 cum 36.83 36.83 36.83

Item No. 25

21.00 cum 40.70 27.30 27.30

Preparation of surface for water proofing by removing bitumen layer by hacking the RCC surface with the help of prismatic chisel HILTI TE-706 i/c the cost of hire charges of HILTI machine, drill bit and cleaning the surface with wire brushes etc. complete i/c disposal of malba within 50 meter lead.

Half brick masonary with F.P.S. bricks of class designation 75 in superstructure above plinth level to floor V level Cement mortar 1:3 (1cement : 3coarse sand)

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1cement : 6coarse sand)

Brick work with clay flyash F.P.S brick of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand)

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 1:1.5:3 (1cement : 1.5coarse sand : 3graded stone aggregate 20mm nominal size)

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

Page 10: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:10:- P.T.O

Item No. 26

25.00 cum 37.71 32.50 32.50

Item No. 27

8520.00 kg 10748.59 10748.59 10748.59

Item No. 29

1570.00 sqm 1399.75 1399.75 1399.75

Item No.30

A)18.00 sqm 60.35 23.40 23.40

B)61.00 sqm 183.30 79.30 79.30

C)77.00 sqm 82.26 82.26 82.26

D)

137.00 sqm 275.12 178.10 178.10

Reinforced cement concrete work in beams suspended floors roofs having slope up to 15 degree landings balconies, shelves, chjjas, lintel, bends plain, window sills, stair cases and spiral stair case up to floor five level excluding the cost of centering and shuttering finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand : 3graded stone aggregate 20mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-mechanically treated bars.

Stone work for wall lining up to 10 meter height etc. (veneer work) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) jointed with grey cement slurry @ 3.30 Kg./per square meter with an admixture of pigment matching the stone shade (to be secured to the backing by mean of cramps which shall be paid for separately. DHOLPUR STONE 20 mm THICK FINE DRESSED AND RUBBED.

Centering and shuttering including struting, propping etc. and removal of form for:-

Foundation, footings, bases of columns etc. for mass concrete.

Suspended floors, roofs, landings, balconies and access platform.

Columns, pillars, piers, abutments, posts and struts.

Walls (any thickness) including attached Pilasters, Butteresses, Plinth and String courses etc.

Page 11: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:11:- P.T.O

E)46.00 sqm 94.22 59.80 59.80

Item No.31

943.00 sqm 747.94 747.94 747.94

Item No.32

389.00 sqm 477.61 477.61 477.61

Lintel, Beams, Plinth beams, Girders, Bressumers and Cantilevers.

Granite stone flooring with 18mm thick mirror polished machine cut granite stone (sample & size of Granite stone shall be approved by Engineer-in charge) over 20 mm (avg.) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) after applying cement slurry @ 5 Kg./per square meter with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing curing etc. complete at all levels brown grey, light brown light grey and cats eye pattern as approved by Engineer-In-Charge with slab size varing from 0.8 Square Meter to 2.25 Square Meter.

Providing and fixing 18 mm thick mirror polished machine cut Granite stone up to 10 metre height with special adhesive like Araldite for wall lining on panels as per pattern approved by Engineer-In-Charge over 20 m thick ( average bed of cement mortar 1:3 (1 cement : 3 coarse sand) including slurry and pointing with white cement with an admixture of pigment of match the granite stone shade (To be secured to the backing by mean to cramps which shall be paid separately) BROWN, GREY LIGHT BROWN, OR CAT’S EYE and shade pattern as approved by the Engineer-In-Charge.

Page 12: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:12:- P.T.O

Item No.34

(b)41.00 sqm 85.45 53.30 53.30

Item No.35

b) Granite work 517.00 mtr 470.02 470.02 470.02

Item No.36

226.00 mtr 44.10 44.10 44.10

Item No. 44

100.00 sqm 38.85 38.85 38.85

Providing and fixing 18mm thick gang saw cut mirror polishers (premoulded & prepolished) machine cut for kitchen platforms, vanity counters window sills, fascias and similar location of required size of approved shade colour and texture laid over 20mm thick base cement mortar 1:4 (1cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbingm, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels

Granite of any colour and shade area of slab over 0.50 sqm

Extra for providing edge moulding to 18mm thick marble stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-In-Charge.

Extra for fixing marble / granite stone and above corresponding basic item in fascia and drops of width up to 150mm with epoxy resin based adhesive including cleaning etc. complete.

Providing and fixing 35 mm thick prelaminated flush door shutters non-decorative type of approved make core of block board construction with framed of Ist class hard wood, including brass hinges with necessary brass screws all complete as per the direction of Engineer-In-Charge.

Page 13: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:13:- P.T.O

Item No.45

2.000 cum 0.814 0.81 0.81

Item No. 46

1250.00 kg 859.38 859.38 859.38

Item No. 47

1269.00 kg 329.23 329.23 329.23

Providing wood work in frames of doors, windows clescstorey windows and other frames, wrought frames and fixed in position (Ist class teak wood)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate Z sections and other sections of approved make confirming to IS :1285, fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up to gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed machanically wherever required including cleat angle. Aluminium snap beading for glazing / panelling CP brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge (Glazing and panaling to be paid for separatly) (a) For fixed portion Polyster powder coted aluminium (minium thickness of polyster powder coating 50 micron)

For shutter of doors, windows and ventilators including providing and fixing hinges/pivots and making provision for fixing of fitting wherever required including the cost of PVC/neoprene gasket required (Fittings shall be paid for separately) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

Page 14: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:14:- P.T.O

Item No. 53

508.00 mtr 59.01 59.01 59.01

Item No.55

148.00 sqm 241.13 192.40 192.40

Item No.56898.00 sqm 243.53 243.53 243.53

Item No.57

100.00 994.81 130.00 130.00

Item No.58206.00 sqm 38.35 38.35 38.35

Item No.59

1385.00 sqm 1078.26 1078.26 1078.26

Item No. 60

1781.00 sqm 1427.97 1427.97 1427.97

Providing and laying Ist class teak wood moulding of size 40x20 mm around the Ist class teak wood door chaukhats including the cost of melamine polishing etc. complete as per the direction of Engineer-In-Charge.

Providing and fixing ist quality ceramic glazed tiles conforming to IS: 15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green black of any size as approved by Engineer-In-Charge in skirting, riser of steps and dados over 12mm thick bed of cement mortar 1:3 (1cement : 3coarse sand) and jointing with grey cement slurry "@ 3.30kg per square meter including pointing in white cement mixed with pigment of matching shade complete.

12 mm cement plaster of mix 1:6 (1cement : 6fine sand)

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

6 mm cement plaster of mix 1:3 (1cement : 3fine sand)

Providing and applying plaster of paris of 8 mm thick (avg) over plaster surface to prepare the surface even and smooth complete.

Applying one coat of cement primer of approved brand and manufacture on wall surface. Cement primer

Page 15: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:15:- P.T.O

Item No. 61

397.00 sqm 1039.52 516.10 516.10

Item No. 83

2.00 each 1.00 1.00 1.00

Item No. 84

12.00 each 10.00 10.00 10.00

Item No.86

300.00 mtr 204.79 204.79 204.79

Item No.90

300.00 each 166.00 166.00 166.00

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Providing and fixing water closet squatting pan (indian type W.C. pan) with 100mm sand cost iron P or S trap 10 litter low level white PVC flushing cistern with manually controlled device (handle lever) confirming IS 7231, Parryware / Hindware / Seabird / Orient c coral) with all fitting and fixure complete including cutting and making good the wall and floors wherever required white vitreous Orrisa pattern W.C. pan of size 580x440mm with integral type foot rests.

Providing and fixing vitreous china wall mounted water closet (European type W.C. pan with cistern) cascade wall hung dual flush set of approved make with all fittings and specials required for fixing the set including cutting and making good the walls and floors wherever required complete as per direction of Engineer-In-Chrge comprising of following items.(i) Cascade wall hung closet.(ii) Cascade cistern shell.(iii) Cascade cistern lid-dual flush.(iv) Cascade ultra solid seat cover.(v) Cascade wall hung dual flush fitting internal.

Providing and fixing soil, waste and vent pipes 100 mm dia sand cast iron S and S pipes as per IS 1729

Providing Lead Caulked joints to sand cast iron / centrifugally cast (spumn) iron pipes and fittiings of diameter 100 mm

Page 16: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:16:- P.T.O

Item No. 94

300.00 mtr 110.90 110.90 110.90

Item No.95

(a) 15 mm dia nominal bore 250.00 mtr 56.58 56.58 56.58

(b) 20 mm nominal dia bore 250.00 mtr 77.74 77.74 77.74

Item No. 96

(b) 32 mm dia nominal bore 200.00 mtr 227.73 227.73 227.73

(d) 40 mm dia nominal bore 50.00 mtr 14.20 14.20 14.20

Item No 103

150.00 mtr 75.85 75.85 75.85

Item No 104

150.00 mtr 74.01 74.01 74.01

Painting sand cast iron/centrifugally cast (spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : (a) 100 mm diameter pipe

Concealed pipe including painting with anti-corrosive bitumastic paint cutting chases and making good the walls.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc. (Internal work) Exposed on wall

Providing laying and jointing glazed stoneware pipes grade 'A' with stuff mixture of cement mortar 1:1 (1cement : 1fine sand) including testing of joints etc. complete200 mm diameter

Providing and laying cement concrete 1:5:10 (1cement : 5coarse sand : 10graded stone aggregate 40 mm nominal size) alround pipes including bed concrete as per standard design. 200 mm diameter S.W. pipe

Page 17: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:17:- P.T.O

Item No. 105

5.00 each 15.00 7.00 7.00

Constructing brick masonry circular manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1cement : 4coarse sand) in side cement plaster 12mm thick with cement mortar 1:3 (1cement : 3corse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 mix (1cement : 3coarse sand : 6graded stone aggregate 40mm nominal size) and making necessary channel cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design 0.91metre deep with SFRC cover and frame (Heavy duty HD-20 grade designation) 560mm internal dia confirming to IS 12592 total weight of cover and frame to be not less than 182kg fixed in cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) including centering and shuttering all complete (excavation foot rest and 12mm thick cement plaster at external surface shall be paid separately with FPS bricks class designation 75.

Page 18: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:18:- P.T.O

Item No. 106

each 1.00 0.00 0.00

0.00 0.00

Item No. 107

10.00 each 22.00 13.00 13.00

Item no.108

Constructing grease chamber having inside size 2.00 x 1.00 x 1.30m with 23 cm thick brick masonry wall intet and outlet drain with bricks of class designation 75 in cement mortar 1: 4 (1 cement :4 corse sand ) inside plastering 12 mm thick with cement mortar 1:3 (1cement : 3coarse sand) finished with a floating coat of neat cement having a position wall 230mm thick P/F CI tee of size 75x75x75mm and third are have in shape of half column, MS channel embedded in brick masonary with CC 1:3:6 (1cement : 3coarse sand : 6 20mm stone aggregate) 40mm thick CC flooring in cement concrete 1:2:4 (1cement : 2coarse sand : 4stone aggregate 12.5mm nominal size) with a bed of cement concrete 1:5:10 (1cement : 5coarse sand : 10graded stone aggregate 20mm nominal size) P/F MS openable shutter with locking arrangement including all earth excavation refilling and disposal of surplus earth complete in all respect as per the direction of Engineer-In-Charge.

Providing and fixing square month S.W. gully trap grade "A" complete with C.I. grating brick masonary chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 Kg. and frame to be not less than 2.70 Kg. as per standard. Design 180x150 mm size P type with F.P.S. bricks class designation 75.

Providing and laying non pressure NP2 class (light duty) R.C.C. pipe with collars jointed with stiff mixture of cement mortar in proportion of 1 : 2 (1cement : 2fine sand) including testing of joints etc. complete.

Page 19: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:19:- P.T.O

(a) 250mm dia R.C.C. pipe. 200.00 mtr 139.65 139.65 139.65

Item No. 110

10.00 each 13.00 13.00 13.00

Item No 113

9650.00 kg 19096.75 12545.00 12545.00

Item No 114

740.00 kg 374.73 374.73 374.73

Constructing brick masonary circular/rectangular road gully chamber of 560x560 mm internal size 60 cm deep with F.P.S. bricks of class designation 75 in cement mortar 1 : 4 (1cement : 4fine sand) are a bed concrete 15 cm thick 115x115 cm mix 1 : 5 : 10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) inside pre-dressing 12 mm thick with a flooring coat of cement on wall and floor including providing the fiber reinforced gulley grating cover and frame to ISI 2592 Part-I with up to date ambondmen i/e finishing and embedding the frame in 15 cm thick CC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) complete as per the direction and satisfaction of Engineer-In-Charge.

Steel work welded in build up secition / framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etrc. As required in gratings, frames, guard bar, ladders, railings brakets, gates and similar work.

Structural steel work in single section fixed with or without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete

Page 20: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:20:- P.T.O

Item No. 121

515.00 sqm 525.89 525.89 525.89

Item No.125

6.00 each 8.00 8.00 8.00

Item No. 127

20.00 sqm 67.10 26.00 26.00

Item No.128

82.00 mtr 155.43 106.60 106.60

Painting with synthetic enamel paint of approved brand and manufacturer 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 manufacturer.

Cutting of holes up to 30x30 cm in walls including making good the same. With FPS bricks

Flamed granite stone flooring with 18mm thick machine cut flamed granite stone (sample and size of granite stone shall be approved by Engineer-In-Charge) over 20mm (average) thick base of cement mortar 1 : 4 (1cement : 4 coarse sand) after applying cement slurry "@ 5kg/sqm with joints treated with white cement mixed with matching pigment epoxy touch up including curing etc. complete at all levels brown grey, light brown, light grey and cat's eye pattern as approved by Engineer-In-Charge.

Providing fixing and polishing double edge moulding to granite stone in steps by fixing 18mm thick and 50mm wide granite strip with araldite / elfy and machine polishing an edge to give high class finishing all complete as per the directions of Engineer-In-Charge.

Page 21: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:21:- P.T.O

Item No.130

203.00 sqm 880.73 263.90 263.90

Item No. 131

391.00 sqm 504.51 504.51 504.51

Item No.132594.00 sqm 1198.60 772.20 772.20

Providing water proofing treatment as the inner surface of over head tanks, underground tank toilets, kitchen and sunken portions by applying three coats of acrylic polymer modified cementations water-proofing coating BRVS BOND RFX of make FOSROC as per manufacturer specifictions, the rate i/e all charges of materials scaffolding, labour cleaning of surface with wire brushes to remove any triteness’ etc. complete as per directions of Engineer-In-Charge. (The coverage of BRUSBOND RFX should be 12-14 square meter in two coats) Packing of brush bond RFX 20kg pack is powder component-15kg liquid polymer-5kg (Jeer me)

Providing and laying thermo fusible seven layer polymer modified membrane 4kg/square meter multiplus hyper the international brand of TEXA, SA or product of integrate of water proofing united (1 WL) in horizantal and vertical surfaces the membrance be laid with the help of gas tEach or below lamp over two primer coats of bituminious primer to be laid "@ 200 gm/square meter in the first coat and 150 gm/square in the second coat laying i/c proper over lapping, jointing, ceiling and rounding of corners bit of horizontal and vertical surface etc. complete in all reputes. Providing chicken mush an the top with bottoms with multiples complete as per the direction and satisfaction of Engineer-In-Charge.

20mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand)

Page 22: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:22:- P.T.O

Item No.133

391.00 sqm 443.34 443.34 443.34

Item No.136

25.00 sqm 60.28 32.50 32.50

Providing and laying broken glazed tiles not less 20 Kg/3.00 Sqm on top of hot blown bitumen @ 1.70 Kg/metre square ( 1.40 Kg of 85/25 grade and 0.30 Kg of 80/100 grade ) and joints filled with cement mortar 1 : 2 ( 1 cement : 2 marble dust ) mixed with water proofing compound, all complete as per the direction of Eng-in-Charge.

Providing and laying integral cement based treatment for water proofing on horizontal surfaces at all depth below ground level for under ground structure as directed by Engineer-In-Charge and consisting of :-(i) Ist layer of slab 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1cement : 3coarse sand) mixed with water proofing compound confirming to IS : 2645 in the re-commended proportion over the levelling course (levelling course to paid separately) joints sealed and grouted with cement slurry mixed with water proofing compound.(ii) IInd layer of 25 mm thick cement mortar 1:3 (1cement : 3 coarse sand) mixed with water proofing compound in re-commended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading "@ 8 cudm / sqm thoroughly ebedded in the IInd layer. Using rough kota stone.

Page 23: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:23:- P.T.O

Item No.139

(a) 591.00 sqm 587.57 587.57 587.57

(b) Hylux board 8 mm thick tapered edge 150.00 sqm 103.46 103.46 103.46

Item No.150

943.00 sqm 747.95 747.95 747.95

Providing and fixing at all heights at all height false ceiling including providing and fixing of frame work make of special section power pressed from MS sheet and galvanized in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25 mm wide 1.6 mm thick with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange fixed to the ceiling with dash fasteners 12.5 mm dia x 40 mm long with 6 mm dia bolts to the dia angle hangers of 25x25x.55 mm of required lenght and other end of angle hanger being fixed with nuts and bolts to GI channels 45x15.0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick button wedge of 80 mm with tappered flanges of 26 mm each having clips of 10.5 mm at 450 centre to centre shall be fixed in a direction prependicular to GI channel with connecting clips made out of 26 mm dia x 230 mm long GI wire at every junction including fixing the gypsum board of ceiling section

12.5 mm thick tapered edge gypsum board confirming to IS : 2095 part I

Providing and laying protection layer on granite flooring consisting of the following (i) Fixing the PVC tape on the joints of flooring (ii) Laying polythylene sheet on the flooring (1 mm thick) (iii) Providing and laying 18 mm thick layer of POP cost including removal off the materials as and when required all complete as per direction of Engineer-In-Charge.

Page 24: MANDIR MARG 10c

India Guniting Corporation

VIth R.A Bill Abstract -:24:- P.T.O

Item No. 151

15.00 sqm 2.79 2.79 2.79

Item No. 155

218.00 mtr 112.86 112.86 112.86

Item No. 160

300.00 mtr 424.48 390.00 390.00

Providing and fixing 7mm thick chequred plate door with frame of 40x40x6mm angle iron including making arrangements to open the door fittings and applying a priming coat of approved steel primer.

Providing and laying polishing on Ist class teak wood door chowkhats of size 5"x2½" including the cost of sand papering priming with wood primer complete as per the direction of Engineer-In-Charge.

Providing Gola 75x75mm in cement concrete 1:2:4 (1cement : 2coarse sand : 4stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1cement : 3fine sand) as per standard design in 75mm x 75mm deep chase.

Page 25: MANDIR MARG 10c

Item No.158

Serial No.Truck No

1 HR55A-7374 3 4.15x2.11x0.92 8.06 24.172 HR38G-0570 5 4.06x2.11x0.89 7.62 38.12

62.29 cum

Item No. 159

(a) 4 62.29 249.16 cum/km

(b) 5 62.29 311.45 cum/km

( c) 9 62.29 560.60 cum/km

Carriage of materials by Mechanical transport including Loading unloading complete for an initial lead of 1.00 kilometer

No.of Trip

Measurement of Truck

Qtyof Truck

Total Qty.

Extra for carriage of material by mechanical transport beyond an initial lead of 1 Km. Lime, moorum, building rubbish.

Beyond 1 km up to 5 km

Beyond 5 km up to 10 km

Beyond 10 km up to 20 km

Page 26: MANDIR MARG 10c

Additional Item No. 14

MachineryHydraulic excavator (3D) with driver and fuel 0.04125 Day "@" 8000.00 330.00Hire and running charges of Loader 0.04125 Day "@" 1000.00 41.25LabourMate 0.40 Day "@" 225.00 90.00Beldar/Coolies 4.10 Day "@" 203.00 832.30

1293.55Add 1% for water charges 12.94

1306.49

Add 15% for OH & CP 195.971502.46

Add 1% for cess 15.02Cost for 10.00 cum 1517.48Cost/ 1.00 cum Rs. 151.75

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing or sides and ramming of bottoms, lift up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metre.All kinds of soil.

Details of Cost for 10.00 CumRef. DAR 2007, Vol I, Item no 2.8.1, Page 67

Page 27: MANDIR MARG 10c

Additional Item No. 12

Labour chargesBeldar 7.20 Day "@ 203.00 1461.60Coolies 6.00 Day "@ 203.00 1218.00

2679.60Add 1 % for water charges 26.80

2706.40

Add 15% for contractor profit and overheads 405.963112.36

Add 1% cess 31.12Cost of 100 sqm 3143.48

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed :All Kind of soil.

Details of cost for 100 sqm and averagedepth 15 cm

Page 28: MANDIR MARG 10c

Additional Item No. 13

Average output of Hydraulic excavator per our 30.00 cumMachinery

Hydraulic excavator (3D) with driver and fuel 0.04125 Day "@" 8000.00 330.00

Hire and running charges of Loader 0.04125 Day "@" 1000.00 41.25LabourMate 0.40 Day "@" 225.00 90.00Beldar/Coolies 4.00 Day "@" 203.00 812.00

1273.25Add 1% for water charges 12.73

1285.98

Add 15% for OH & CP 192.901478.88

Add 1% for cess 14.79Cost for 10.00 cum 1493.67Cost 1.00 cum Rs. 149.37

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over area (exceeding 30 cm in depth 1.5m in width as well as 10 square metre on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m disposed earth to be leveled and neatly dressed.All kinds of soil

Details of Cost for 10.00 CumRef. DAR 2007, Vol I, Item no 2.6.1, Page 65

Page 29: MANDIR MARG 10c

Additional Item No. 15

LabourMate 0.10 Day "@" 225.00 22.50Beldar / Coolies 1.10 Day "@" 203.00 223.30

245.80Add 1% for water charges 2.46

248.26

Add 15% for OH & CP 37.24285.50

Add 1% for cess 2.85Cost for 10.00 cum 288.35Cost for 1.00 cum 28.84

Extra for every additional lift of 1.5m or part there of in All kinds of soils.

Details of Cost for 10.00 CumRef. DAR 2007, Vol II, Item no 2.26.1, Page 95

Page 30: MANDIR MARG 10c

Additional Item No. 16

1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Detail of Cost for 1.00 cumMaterials

cum 0.89 1340.64 1193.17Coarse sand cum 0.445 1058.40 470.99Portland Cement tonne 0.32 5100.00 1632.00Labour :Mason (average) each 0.10 275.00 27.50Beldar each 1.63 203.00 330.89Bhishti each 0.70 225.00 157.50

day 0.07 400.00 28.00

day 0.07 200.00 14.00

Sundries L.S. Provision 1 time 14.30 1.36 19.45- - - - - - - - 3873.50

Add 1% for water charges 38.733912.23

Add 15% for OH & CP 586.834499.07

Add 1% for cess 44.99Cost for 1.00 cum 4544.06

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level:

Stone Aggregate 20 mm nominal size

Hire charges for Concrete Mixer 0.14 cubic metre

Hire charges for Vibrator (Needle type 40mm)

Page 31: MANDIR MARG 10c

Additional Item No. 22

Detail of Cost for 1.00 cumMaterials

0.494 1000 Nos. 3200.00 1580.80

0.25 cum 2630.47 657.62Sundries 2.73 1 time 1.36 3.71Labour

0.36 each 300.00 108.00

0.36 each 250.00 90.00Coolie 1.37 each 203.00 278.11Bhishti 0.20 each 225.00 45.00

- - - - - - - - 2763.24Add 1% for Water Charges 27.63

2790.87Add 15% for Contractor's Profit & Overheads 418.63

3209.50Add 1% for Labour Cess 32.10

Cost For 1.00 cum 3241.60Say Rs. 3241.60 per cum

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Bricks F.P.S. bricks class designation 75

Cement mortar 1: 6 (1 Cement: 6 coarse sand)

Mason (for brick work) 1st classMason (for brick work) 2nd class

Page 32: MANDIR MARG 10c

Sub Analysis

Cement mortar 1:6 (1 cement : 6 c/sand)

MaterialsCement 0.25 "@ 5100.00 1275.00C/sand 1.07 "@ 1058.40 1132.49Labour

Beldar 0.75 "@ 203.00 152.25Bhisti 0.07 "@ 225.00 15.75

26.91 "@ 1.36 36.60Sundries L.S. 13.52 "@ 1.36 18.39

2630.47

Details of cost for 1.00 cumRef. DAR 2007, vol I, item 3.9 page 111

For measuring, carring, oppositing & mixing

Hire and running changes of mechanical mixer L.S.

Page 33: MANDIR MARG 10c

Additional Item No. 25

Details of cost for 9.18 cumMaterial20 mm stone aggregate 5.23 cum "@ 1340.98 7016.8110 mm stone aggregate 2.57 cum "@ 1340.98 3446.32Coarse sand 3.90 cum "@ 1058.40 4127.76Cement 3.67 Tonne"@ 5100.00 18717.00LabourBeldar 11.29 "@ 203.00 2291.87Coolie 7.53 "@ 203.00 1528.59Bhishti 8.26 "@ 225.00 1858.50Mason Ist 0.92 "@ 300.00 276.00Mason IInd 0.92 "@ 250.00 230.00Mixer 0.64 "@ 400.00 256.00Vibrator 0.64 "@ 200.00 128.00Sundries L.S. 131.82 "@ 1.36 179.28Scaffolding L.S. 420.03 "@ 1.36 571.24

Coolie 17.20 "@ 203.00 3491.6044118.97

Add 1% for W.C. 441.1944560.16

Add 15% for OH & CP 6684.0251244.18

Add 1% for cess 512.44Cost for 9.18 cum 51756.62Cost for 1.00 cum 5637.98

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

Extra labour for lifting of material up to floor (v) level.

Page 34: MANDIR MARG 10c

Additional Item No 23

Details of cost for 1 cum

Materials

494 NOS"@"Rs 3550.00 /-1000 1753.70

0.25 cum"@" 2630.47 cum 657.62

Sundries 2.73 L.S. 1.36 3.71

Labour0.47 Day 300.00 141.000.47 Day 250.00 117.50

Coolie 1.80 Day 203.00 365.40

Bhishti 0.20 Day 225.00 45.00

Scaffolding 22.36 L.S. 1.36 30.41

Coolie 1.13 Day 203.00 229.393343.73

Add 1% for water charges 33.443377.17

506.583883.74

Add 1% cess 38.84

Cost for 1.00 cum 3922.58

Brick work with clay Flyash F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in cement mortar 1:6 (1 cement 6 coarse sand)

Bricks work with clay Flyash F.P.S bricks of class designation 75

Cement mortar 1 : 6 (1 cement : 6 coarse sand)

Mason 1st Mason IInd Class

Extra labour element required for lifting of materials (above floor two level upto floor five level)

Add 15% for contractor's profit and overheads

Page 35: MANDIR MARG 10c

Additional Item No 24

Details of cost for 1.00 cumMaterials20mm stone aggregate 0.57 cum"@" 1340.64 764.1610mm stone aggregate 0.28 cum"@" 1340.64 375.38

Coarse sand 0.425 cum"@" 1058.4 449.82Cement (0.2833 cum) 0.40 tonne 5100.00 2040.00

LabourMason (avg.) 0.17 Day 275.00 46.75

Beldar 2.00 Day 203.00 406.00

Bhishti 0.9 Day 225.00 202.50

Mixer 0.07 Day 400.00 28.00

Vibrator 0.07 Day 200.00 14.00

Sundries 14.3 L.S. 1.36 19.454346.06

Add 1% for water charges 43.464389.52

658.435047.95

Add 1% cess 50.48

Cost for 1.00 cum 5098.43

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Add 15% for contractor's profit and overheads

Page 36: MANDIR MARG 10c

Additional Item No 26

Details of cost for 1 cumMaterialsStone aggregate 20mm 0.57 cum 1340.64 764.16Stone aggregate 10mm 0.28 cum 1340.64 375.38

Coarse sand 0.425 cum 1058.4 449.82

Cement 0.40 tonne 5100 2040.00

LabourMason (avg.) 0.24 Day 275.00 Day 66.00

Beldar 2.75 Day 203.00 Day 558.25

Bhishti 0.90 Day 225.00 Day 202.50

Mixer 0.08 Day 400.00 Day 32.00

Vibrator 0.08 Day 200.00 Day 16.00

Sundries 14.30 L.S. 1.36 19.45

Coolie (1.5x0.75) 1.13 Day 203.00 229.394752.95

Add 1% for water charges 47.534800.48

Add 15% for contractor's profit and overheads 720.075520.55

Add 1% cess 55.21Cost for 1.00 cum 5575.76

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 stair cases 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 20mm nominal size)

Extra labour for lifting material upto floor V level :

Page 37: MANDIR MARG 10c

ADDITIONAL ITEM NO. 30 (a)

Materials

0.34 Nos @ 1350.00 459.00

0.085 Nos @ 345.00 29.33

0.17 Nos @ 1425.00 242.25

0.34 Nos @ 125.00 42.50

0.17 Nos @ 95.00 16.150.23 mtr @ 315.00 72.29

Assembly nuts & Bolts L.S 22.10 "@" 1.36 30.06

Carriage L.S 78.00 "@" 1.36 106.08LabourFitter Grade (I) 0.75 Day "@" 300.00 225.00Beldar/Coolies 1.50 Day "@" 203.00 304.50Shuttering Oil L.S 52.00 "@" 1.36 70.72Sundries L.S 26.00 "@" 1.36 35.36

1633.23Add 1% for water charges 16.33

1649.57

Add 15% for OH & CP 247.431897.00

Add 1% for cess 18.97Cost for 10.80 Sqm 1915.97Cost for 1 sqm Rs. 177.40

Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundation, footings, bases of columns etc. for mass concrete.

Details of cost for footing size 2.70 m x 2.70x1.00 m i.e. 10.80 Sqm

Assuming shuttering material will be come unserviceable after use of 40 times, Adding for maintenance @ 10% of cost taking salvage value of material after full use @ 25% of cost.(i) Wall form pannel 1250x500mm16x0.85/40=0.34

(ii) Corner angle 1.5mm Long4x0.85/40=0.085

(iii) 100m Channel Shoulders 2.5m Long8x0.85/40=0.17

(iv) Double Clip (Bridge clip)16x0.85/40=0.34

(v) Single clip8x0.85/40=0.17

(vi) M.S tube 40mm 10.80x0.85/40=0.2295

Page 38: MANDIR MARG 10c

ADDITIONAL ITEM NO. 30 (e)

Material

3.90 R.m @Kg/m 3 11.7

Add for wastage @ 5%--> 0.58512.285

"@" Rs 48.67 953.02

1.02 Sqm @ Rs. 602.56 614.61

0.127 Nos @ 1500.00 190.50

0.1063 560.00 59.53(v)Assembly nut & bolts etc LS 11.05 "@ " Rs. 1.36 15.03

Carriage L.S 78.00 "@ Rs. 1.36 106.08LabourFitter Grade (I) 1.25 Day "@" 300.00 375.00Beldar/Coolies 2.50 Day "@" 203.00 507.50Shuttering Oil L.S 39.00 "@" 1.36 53.04Sundries L.S 26.00 "@" 1.36 35.36

2921.95Add 1% for water charges 29.22

2951.17

Centering and shuttering including struting propping etc. and removal of form work for :(e):- Lintel, Beams, Plinth beams, Girders, Bressumers and Cantilevers.

Details of cost for 7.80 SqmRef. DAR 2007, Vol I, Item No 5.9.21., Page 175

Consider a beam of 6.00 m clear span 0.50m deep, 0.30m wide and height 3.50m from floor cubical contents6.60x0.50x0.30-->0.99 cum1x1.30x6.00--> 7.80 Sqm

Assuming shuttering material will become unserviceable after use of 8 times, Add for maintenance @ 10% of cost materialless salvage value after full use @ 25% of cost of material(i) Steel Plates for side and bottoms (plate size (1.20x0.50m)Angle 40x40x52x1.20-->2.40 R.m3x0.50--> 1.50 R.mTotal = 3.90 Rm

Total weight of all plates 3x5x12.285=184.27 kg

Qty. Taken for cost of using ones184.275x0.85/8=19.58 Kg

(ii) Water proof ply 12mm thick1x6.00x1.30-->7.80 Sqm Add 5% wastage --> 0.39 SqmTotal 8.19 SqmRs. 56/-sqft

Qty Taken for cost of using ones 8.19/8=1.02 Sqm

(iii) Props 3m (adjustable telescopic 2.02- 3.75m)Qty. taken for cost of using once 6x0.85/40=0.127 Nos

(iv) Beam clamps 300-380mm (450-1070m)Qty. taken for cost of using ones5x0.85/40=0.1063

Each set @ Rs.

Page 39: MANDIR MARG 10c

Add 15% for OH & CP 442.683393.85

Add 1% for cess 33.94Cost for 7.80 Sqm 3427.79

Cost/ Sqm Rs. 439.46

Page 40: MANDIR MARG 10c

Additional Item No. 30 (c)

0.17 "@ Rs 1330 226.1

0.085 "@ " Rs. 415 35.28

0.1063 "@" Rs. 1690 179.65

0.085 "@" Rs. 1395 118.58(v)Assembly nut & bolts etc LS 27.62 "@ " 1.36 37.56

Carriage L.S 52.00 "@ 1.36 70.72LabourFitter Grade (I) 1.00 Day "@" 300 300Beldar/Coolies 2.00 Day "@" 203 406Shuttering Oil L.S 39.00 "@" 1.36 53.04Sundries L.S 26.00 "@" 1.36 35.36

1462.28Add 1% for water charges 14.62

1476.90

Add 15% for OH & CP 221.541698.44

Add 1% for cess 16.98Cost for 4.50 Sqm 1715.42

Cost/ Sqm Rs. 381.21

Centering and shuttering including stating propping etc. and removal of form for Lintels beams plinth beams girders bressumers & cantilevers with water proof Ply 12mm thick

Ref . DAR 2007, VOL I, Item no 5.9.6 Page 161Details of cost for Size of column 450x450mm and 2.5m high

Area of contact =4x0.45x2.5=4.5 SqmAssuming shuttering will become unserviceable after use of 40 times add maintenance charges @ 10% of cost of material less salvage value of material after full use @ 25% of cost of material(i) Wall form panels (1250x450)Qty taken for cost of using once 8x0.85/40=0.17

(ii) Corner angle 2.5 m LongQty, taken for cost of using once 4x0.85/40=0.085

(iii) Column clamps (450-1070mm)5x0.85/40=0.1063

(iv) prop. 2.00m (2.00-3.5m)4x0.85/40=0.085

Page 41: MANDIR MARG 10c

Additional Item No. 30 (d)

Materials

0.51 "@ Rs 1350.00 688.50

0.17 "@ " Rs. 1425.00 242.25

0.51 "@" Rs. 125.00 63.75

0.26 "@" Rs. 95.00 24.23(v) MS Tube 40mm 32x0.85/40=0.68 0.68 mtr"@Rs. 315.00 214.20Nut & bolts 1300x0.85/40=27.62 LS 27.62 "@" Rs. 1.36 37.56

Carriage L.S 78.00 "@ Rs. 1.36 106.08Labour 0.00Fitter Grade (I) 3.50 Day "@" 300.00 1050.00Beldar/Coolies 6.00 Day "@" 203.00 1218.00Shuttering Oil L.S 78.00 "@" 1.36 106.08Sundries L.S. 52.00 "@" 1.36 70.72

3821.37Add 1% for water charges 38.21

3859.58

Add 15% for OH & CP 578.944438.52

Add 1% for cess 44.39Cost for 15.80 Sqm Rs. 4482.90

Cost for 1 sqm Rs. 283.73

Centering and shuttering including struting propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, butteresses, plinth and string course etc.

Details of cost for 7.90m long and 1.00 m high Wall, Area of contact 2x7.90x1.00=15.80Sqm

Ref. DAR. 2007, Vol I, Item No 5.9.2., Page 157

Assuming shuttering material will become unserviceable after use of 40 times, adding for maintenance @ 10% of cost taking salvage value after full use of material @ 25% of cost(i) Wall form panels (1.25x0.50m)Qty taken for cost of using once 24x0.85/40=0.51 No

(ii) 100 mm channel shoulder 2.5m long 8x0.85/40=0.17No

(iii) Bridge clip24x0.85/40=0.51

(iv) Single clip12x0.85/40=0.255

Page 42: MANDIR MARG 10c

Additional Item No. 30 (b)

Detail of Cost for 13.5 sqm

Details of cost for a room

Materials

1. Plates (size 0.75 x 0.60)Angle 40 x 40 x 5 mm

433.00 kg 48.67 21074.11

adjustable span

5.00 each 1800.00 9000

adjustable telescopi prop

6.00 each 1500.00 9000

Assembly nuts & bolts etc. 1040.00 1 time 1.36 1414.440488.51

4048.851

-10122.127534415.23

sqm 34415.23 860.38Carriage 130.00 1 time 1.36 176.80LabourFilter (Grade 1) 3.00 each 300.00 900.00Beldar 6.00 each 203.00 1218.00Shuttering Oil 78.00 1 time 1.36 106.08Sundries, paper tape etc. 50.05 1 time 1.36 68.07

- - - - - - 3329.33

Add 1% for Water Charges 33.293362.62

Add 15% for Contractor's Profit & Overheads 504.393867.02

Add 1% for Labour Cess 38.67Cost For 13.5 sqm 3905.69Cost for 1 sqm 289.31

Say Rs. 289.31 per sqm

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

4.50 x 3= 13.50 sqm height 3.5 m

Steel work in single section without connecting plate i/c priming coat.

qty without WC & CP i.e. 4.33/1.01/1.1

Adjustable span ESO+SI (2.35-3.40)

Adjustable telescopic prop 3 m (2.00-3.75 m)

Add for maintenance @ 10% on all

Less salvage value after full use of material @ 25%

Assuming shuttering of material will become unserviceable after use of 40 times; Cost for using once

Page 43: MANDIR MARG 10c

Additional item No. 34

(b) Granite of any colour and shade area of slab over 0.50 sqm

Details of cost for 2.00 sqmMaterialsGranite stone 18mm thick

including 5% wastage 2.10 sqm "@ 2458.00 5161.80

Cement mortar 1 : 4 0.05 cum "@ 3293.11 164.66

Labour charges 0.00

Mason Ist 2.80 "@ 300.00 840.00

Beldar 1.30 "@ 203.00 263.90

Coolie 1.30 "@ 203.00 263.90

Edge polishing L.S. 39.00 "@ 1.36 53.04

16.25 "@ 1.36 22.106769.40

Add 1% for W.C. 67.696837.09

Add 15% for OH &CP 1025.567862.65

Add 1% for cess 78.63Cost for 2.00 sqm 7941.28

Cost for 1 sqm 3970.64

Providing and fixing 18mm thick gang saw cut mirror polished (premoulded & prepolished) machine cut for kitchen platforms, vanity counters, windows, sills, fascias and similar location of required size of approved shade colour and texture laid over 20mm thick base cement mortar 1:4 (1cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbingm, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.

Sundries, epoxy resin cutting machine etc. L.S.

Page 44: MANDIR MARG 10c

Additional item No. 49

(b) With euro profile cylinder both side keys 60mm

Details of cost for eachMaterial

1.00 "@ 3150.00 3150.00Vat "@ 12.5% 393.75Brass screws 20.00 no. "@ 100/100 20.00Labour for fixingCarpainter Ist 0.17 "@ 300.00 51.00

3614.75Add 1% for W.C. 36.15

3650.90Add 15% for OH & CP 547.63

4198.53Add 1% for cess 41.99Cost for each 4240.52

Providing and fixing brass handles of approved make with lock body brass and brass cylinder including the cost of brass screws all complete as per the direction of Engineer-In-Charge.

Brass handles with lock (DORSET)

Page 45: MANDIR MARG 10c

Additional item No. 61

Details of cost for 10.00 sqmMaterialsPlastic emulsion paint 1.21 ltr "@ 180.00 217.80VAT "@ 12.5% 27.23

6.76 "@ 1.36 9.19Carriage of material L.S. 1.43 "@ 1.36 1.94Labour chargesPainter 0.54 "@ 250.00 135.00Coolie 0.54 "@ 203.00 109.62

Brushes sand paper etc. L.S. 4.15 "@ 1.36 5.64Sundries L.S. 6.76 "@ 1.36 9.19

515.63Add 1% for W.C. 5.16

520.78Add 15% for OH &CP 78.12

598.90Add 1% for cess 5.99

Cost for 10.00 sqm 604.89Cost for 1.00 sqm 60.49

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.Two or more coats on new work.

Material for filling in holes and cracks (putty etc.) L.S.

Page 46: MANDIR MARG 10c

Additional Item No. 113

Materials0.145 qntls. 4150.00 601.75

0.084 qntls. 4010.00 336.84

Welding by electrical plant 60.00 cm 1.40 84.00LabourBlacksmith Ist class 0.70 each 300.00 210.00Beldar 0.50 each 203.00 101.50Bandhani 0.25 each 225.00 56.25

0.60 sqm 17.00 10.20Sundries L.S. provision 4.55 1 time 1.36 6.19

1406.73Add 1% W/C 14.07

1420.80Add 15% for O.H. & C.P. 213.12

1633.91Add 1% for cess 16.34

Cost for 21.8 kg. 1650.25Cost for 1 kg. 75.70

Steel work welded in build up section/ framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. As required in gratings, frames, guard bar, ladders, railings brackets, gates and similar works.

Details of Cost for 21.8 kg.Ref. DAR 2007, Vol-I, Item No. 10.25.2, P-459

Flats upto 10mm in Mild steel round bar 12mm dia and below

Applying priming coat with ready mixed red oxide zinc chromate primer

Page 47: MANDIR MARG 10c

Sub Analysis

Materials0.54 liters "@ Rs 85.00 45.90

Carriage of materials LS 0.52 "@ 1.36 0.71Painter 0.24 "@ 250.00 60.00Coolie 0.24 "@ 203.00 48.72

10.79 "@ 1.36 14.67Cost for 10.00 Sqm 170.00Cost for 1.00 Sqm 17.00

Applying priming coat: with ready mixed red oxide zinc cromate primer of approved brand and manufactured on steel galvanised iron / steel works.

Details of cost for 10.00 SqmRef. DAR 2007, vol II, item 13.50.3 page 617

Red oxide zinc cromate

Brushes, sand paper

including sundries L.S.

Page 48: MANDIR MARG 10c

Additional item No. 127

Details of cost for 10.00 SqmMaterial

10.50 sqm "@ Rs 2458.00 25809.00

10.50 sqm "@ Rs 430.40 4519.20

0.224 cum "@" Rs. 3293.47 737.74

Cement slurry 0.05 M.T "@" 5100.00 255.00LabourMason Ist 1.20 Nos "@" 300.00 360.00Beldar 1.00 "@" 203.00 203.00Coolie 1.00 "@" 203.00 203.00Sundries LS 134.55 "@" 1.36 182.99

32269.93Add 1% for W.C. 322.70

32592.62Add 15% for OH &CP 4888.89

37481.52Add 1% for cess 374.82

Cost for 10.00 sqm 37856.33Cost for 1.00 sqm 3785.63

Flamed granite stone flooring with 18mm thick machine cut flamed granite stone (sample and size of granite stone shall be approved by Engineer-In-Charge) over 20mm (average) thick base of cement mortar 1 : 4 (1cement : 4 coarse sand) after applying cement slurry "@ 5kg/sqm with joints treated with white cement mixed with matching pigment epoxy touch up i/c curing etc. complete at all levels brown grey light brown light grey and cat's eye pattern as approved by Engineer-In-Charge.

18mm thick granite stone including 5% wastage

Rs. 40/sqft. Extra for flaming of Granite stone

Base mortar 1:4 (1 cement : 4 c/sand)

Page 49: MANDIR MARG 10c

Sub Analysis

Cement mortar 1:4 (1 cement : 4 c/sand)

MaterialsCement 0.38 "@ 5100.00 1938.00Coarse sand 1.07 "@ 1058.40 1132.49Labour

Beldar 0.75 "@ 203.00 152.25Bhisti 0.07 "@ 225.00 15.75

26.91 "@ 1.36 36.60Sundries L.S. 13.52 "@ 1.36 18.39

3293.47

Details of cost for 1.00 cumRef. DAR 2007, vol I, item 3.9 page 111

For measuring, carring, oppositing & mixing

Hire and running changes of mechanical mixer L.S.

Page 50: MANDIR MARG 10c

Extra Item No. 30

Details of cost for 10 metreMATERIALS

10.00 metre 65.00 650.00

VAT "@ 12.5% 81.25

195.00

Cement, sand and grit 2.73 L.S. 1.36 3.71

LABOURFitter 0.33 Day 300.00 99.00

Asstt. Fitter 0.82 Day 250.00 205.00

Beldar 0.66 Day 203.00 133.98

TOTAL 1367.94

Add 1% for W.C. 13.681381.62

Add 15% for OH &CP 207.241588.87

Add 1% for cess 15.89Cost for 10.00 mtr 1604.75Cost for 1.00 Mtr 160.48

Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes testing of joints complete as per direction of Engineer in charge.

3 layer PP-R pipe (PN-16/SDR 7.4) 20 mm outer dia.

Add 30% for fittings and wastage etc.

Page 51: MANDIR MARG 10c

Extra Item No. 31(a)

1.81 cum "@"Rs 3873.50 7011.04Add 1% for W.C. 70.11

7081.15Add 15% for OH &CP 1062.17

8143.32Add 1% for cess 81.43

Cost for 10.00 mtr 8224.75Cost for 1.00 Mtr 822.48

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all-round PVC pipes including bed concrete as per standard design:150 mm diameter PVC pipe

Details of cost for 10 metreBased on Item No 19.2.2 DAR 2007

For 10 m length QTY. of concrete reqd. = 1.81 cum(Sub Analysis Attached)

Page 52: MANDIR MARG 10c

Extra Item No. 31(b)

2.44 cum "@"Rs 3873.50 9451.34Add 1% for W.C. 94.51

9545.85Add 15% for OH &CP 1431.88

10977.73Add 1% for cess 109.78

Cost for 10.00 mtr 11087.51Cost for 1.00 Mtr 1108.75

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all-round RCC pipes including bed concrete as per standard design:250 mm diameter RCC pipe

Details of cost for 10 metreBased on Item No 19.2.5 DAR 2007

For 10 m length QTY. of concrete reqd. = 2.44 cum

Page 53: MANDIR MARG 10c

SUB ANALYSIS

Detail of Cost for 1 cumMaterial :

0.89 cum 1340.64 1193.17Coarse sand 0.445 cum 1058.40 470.99Portland Cement 0.32 tonne 5100.00 1632.00Labour :Mason (average) 0.10 each 275.00 27.50Beldar 1.63 each 203.00 330.89Bhishti 0.70 each 225.00 157.50

0.07 day 400.00 28.00

0.07 day 200.00 14.00Sundries L.S. Provision 14.30 1 time 1.36 19.45

Cost for 1.00 Cum - - - - - - - - 3873.50

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth evel: 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).

Stone Aggregate 20 mm nominal size

Hire charges for Concrete Mixer 0.14 cubic metre

Hire charges for Vibrator (Needle type 40mm)

Page 54: MANDIR MARG 10c

Extra Item No. 29

Details of cost for 10 metreMATERIALS

20 mm dia G.I. Pipe 11.50 metre 105.00 1207.50

White lead, hemp, oil etc. 8.06 L.S. 1.36 10.96

Cement, sand and grit etc. 2.73 L.S. 1.36 3.71

LABOURFitter 0.33 Day 300.00 99.00Asstt. Fitter 0.82 Day 250.00 205.00Beldar 0.66 Day 203.00 133.98

1660.15Add 1% for water charges 16.60

1676.76Add 15% for contractor's profit and overheads 251.51

1928.27Add 1% for cess 19.28Cost for 10.00 metre 1947.55Cost for 1.00 metre 194.76

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall (a):- 20 mm dia. nominal bore

Added 15% for fittings and wastage in

Page 55: MANDIR MARG 10c

Extra Item No. 28

Materials

1.00 no. "@ 1025.00 1025.00Labour

Masson Ist 0.50 "@ 300.00 150.00

Beldar 0.25 "@ 203.00 50.75

25.001250.75

Add 1% for W.C. 12.511263.26

Add 15% for OH & CP 189.491452.75

Add 1% for cess 14.53Cost for each 1467.27

Providing and fixing SFRC cover (Heavy Duty) of size 690x690 mm with frame of size 830x830 mm on R.C.C. drains complete as per the direction of Engineer-In-Charge.

Details of cost for eachBased on Mkt. Rates

SFRC cover (Heavy Duty) of size 690x690 mm with frame of size 830x830 mm

Sundries for grit, cement, sand etc. LS

Page 56: MANDIR MARG 10c

Extra Item No. 27

(a):- 40 mm diameter PVC pipe

Materials

40 mm diameter PVC pipe 30.00 mtr "@ 105.00 3150.00

Vat'@ 12.5% 393.75

Mason Ist 0.50 "@ 300.00 150.00

Mason IInd 0.50 "@ 250.00 125.00

Beldar 1.50 "@ 203.00 304.50

Bhishti 0.50 "@ 225.00 112.50

4235.75

Add 1% for W.C. 42.36

4278.11

Add 15% for OH &CP 641.72

4919.82

Add 1% for cess 49.20

Cost for 30.00 mtr 4969.02

Cost for 1.00 mtr 165.63

(b):- 150 mm diameter PVC pipe

Materials

150 mm diameter PVC pipe 30.00 mtr "@ 895.00 26850.00

Add vat'@ 12.5% 3356.25

Mason Ist 1.00 "@ 300.00 300.00

Mason IInd 1.00 "@ 250.00 250.00

Beldar 3.00 "@ 203.00 609.00

Bhishti 1.00 "@ 225.00 225.00

31590.25

Add 1% for W.C. 315.90

31906.15

Add 15% for OH &CP 4785.92

36692.08

Add 1% for cess 366.92

Cost for 30.00 mtr 37059.00

Providing and laying PVC pipe (10 kg./sqcm) of make "Prince" in trenches including the cost of testing of joints etc. complete as per the direction of Engineer-In-Charge.

Details of cost for 30.00 mtrBased on Mkt. Rates

Labour considering 50% of Item No. 19.1.1 DAR 2007

Details of cost for 30.00 mtrBased on Mkt. Rates

Labour as per Item No. 19.1.1 DAR 2007

Page 57: MANDIR MARG 10c

Cost for 1.00 mtr 1235.30

Page 58: MANDIR MARG 10c

EXTRA ITEM -1

Detail of Cost for 10 metre100 mm dia M.S pipe B Class

8184.75 (A)

Anti Corrosive tape 3.39 Sqm @ 140/- mtr 474.60

Add 5% wastage 23.73

Vat@ 12.5% 62.29560.62 (B)

Cariage of material 144 Kg @ Rs. 120/- MT 17.28

Add for fiting 20% on (A) 1636.95

Add 20% for cutting welding and fixing on (A) 1636.95

Add 10% for support of pipe, dash fastener on(A)

818.48

1620.50 ( c)12855.03

Add for applying primer and paint L.S 400.00

Testing and commissioning of pipe L.S. 1500.0014755.03

Add 1% for W.C. 147.5514902.58

Add 15% OH& CP except ( c) 2235.3917137.96

Add 1% cess except ( c) 171.38

Cost for 10 mtr 18929.84

Cost for 1.00 mtr 1892.98

Providing, laying, testing and commissioning of black steel M.S pipe 100 mm dia (B Class) including all fitting (medium class) i.e. bend, tees, elbows, flanges, reducing socket, nuts and bolts, gasket etc. fixed with welded / screwed joints, including necessary excavation, back filling removal of surplus soil etc. upto, in deep excavation and wrapping with anti corrosive treatment with 4 mm thick asphalt tape refilling the trench etc. complete as required or as directed by FO.

including wastage of 5% 10.5 mtr @ 779.50

Excavation and refilling upto 1.5mtr as per D.S.R. 2007 for

10 Mtr @ 162.05/- mtr

Page 59: MANDIR MARG 10c

Extra Item No. 41

Grading roof for water proofing treatment with Cement mortar 1:4 (1cement : 4coarse sand).

Materials:

1.00 cum 3293.47 3293.47Labour:Mason 1.00 Day 300.00 300.00Beldar 2.00 Day 203.00 406.00Bhishti 0.50 Day 225.00 112.50Coolie 5.00 Day 203.00 1015.00Sundries 10.79 L.S. 1.36 14.67

5141.65

Add 1% for W.C. 51.425193.06

Add 15% for O.H. &C.P. 778.965972.02

Add 1% for cess 59.72

Cost for 1.00 cum 6031.74

Sub Analysis

Cement mortar 1:4 (1 cement : 4 c/sand)

MaterialsCement 0.38 "@ 5100.00 1938.00Coarse sand 1.07 "@ 1058.40 1132.49Labour

Beldar 0.75 "@ 203.00 152.25Bhisti 0.07 "@ 225.00 15.75

26.91 "@ 1.36 36.60Sundries L.S. 13.52 "@ 1.36 18.39

Cost for 1.00 cum 3293.47

Details of cost for one cumRef. Based on DAR 2007

Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Details of cost for 1.00 cumRef. DAR 2007, vol I, item 3.9 page 111

For measuring, carring, oppositing & mixing

Hire and running changes of mechanical mixer L.S.

Page 60: MANDIR MARG 10c

Extra Item No. 31 (Netaji Nagar)

Materials0.85 cum "@ 1340.64 1139.54

Coarse sand 0.425 cum "@ 1058.40 449.82Cement 0.45 tonne "@ 5100.00 2295.00

Plasticizer 0.50% of cement 2.25 kg. "@ 55.00 123.75Production cost 1.00 cum "@ 400.00 400.00

10.00 km/cum "@ 30.00 300.00LabourLabour for pouring, consolidating and curing

Masson (avg.) 0.17 "@ Rs. 275.00 46.75Beldar 2.00 "@ Rs. 203.00 406.00Bhishti 0.90 "@ Rs. 225.00 202.50Vibrator 0.07 "@ Rs. 200.00 14.00Sundries 13.00 "@ 1.00 13.00

5390.36Add 1% for W.C. 53.90

5444.27Add 15% for O.H. &C.P. 816.64

6260.91Add 1% for cess 62.61

Cost for 1.00 cum 6323.52

Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended properties as per IS:9103 to accelerate/retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-Charge M-30 grade reinforced cement concrete by using 450 kg of cement per cum of concrete. All works up to plinth level.

Details of cost for 1.00 cumRef. DAR 2007, Vol. 1, Item No. 5.37, Page - 198

Stone agg. 20 mm nominal

Carriage of concrete by transit mixer for 10 km

Page 61: MANDIR MARG 10c

EXTRA ITEM NO 52

11x0.08--> 0.88 Sqm"@ Rs. 2458.00 2163.04

Cost for providing edge moulding 10.00 metre "@ Rs 136.96 1369.60

Araldite and Elphy (15/-Rft.) 10.00 49.20 492.00

10.00 65.60 656.00

4680.64

Add 1% for water charges 46.81

4727.45

Add 15% for OH & CP 709.12

5436.57

Add 1 % for Cess 54.37

Cost for 10.00 metre 5490.94

Cost for 1.00 metre 549.09

Sub- Analysis

Labour

Hand grinder for mirror polish 2.50 @ 200.00 500.00

Beldar 3.50 @ 203.00 710.50

Sundries, Blade & Polish etc. L.S 117.00 @ 1.36 159.12

Cost for 10.00 metre 1369.62

Cost / metre Rs. 136.96

Providing and fixing 18 mm thick and 80 mm wide granite stone skirting along the building periferi with the help of Araldite & Elphy including the cost of granite stone edge moulding, polishing etc. complete as per the direction & satisfaction of Engineer-in-charge.

Details of cost for 10.00 metreBased on MKT Rates

Cost of Granite Stone including 10% Wastage

metre "@ Rs

Labour for fixing in position Rs. 20/-Rft.

metre "@ Rs

Extra for providing edge moulding to 18 mm thick marble stone including machine polishing to edge to give on high class finish, complete as per design approved by Engineer-in-charge.Granite Work

Details of cost for 10.00 MetreBased on DAR, 207, Vol I, Item no. 8.3.2. Page 287

Page 62: MANDIR MARG 10c

Extra Item No. 60

1.00 mtr "@ 19000.00 19000.00

Add 1% for water charges 190.00

19190.00

Add 15% for OH & CP 2878.50

22068.50

Add 1 % for Cess 220.69

Cost for 1.00 mtr 22289.19

Providing and fixing stainless steel railing of S.S. 304 grade below front side canopy consisting of the followings:- (i):- 2 nos., 100 mm diameter and 14 guage stainless steel pipe (Vertical) at the ends to support the M.S. tubular structure and stainless steel railing. (ii):- 2 nos., 50 mm diameter stainless steel pipe 14 guage on the top and bottom. (iii):- 1"x½"x16 guage (1500 mm long) stainless steel tubes fixed "@ 40 mm centre to centre vertically in between the vertical posts. (iv):- 1 nos., stainless steel tube 1"x½"x16 guage fixed (Horizontally) at the middle. (v):- 5 nos., stainless steel pipes 50 mm diameter and 14 guage (100 mm long) to support the railing fixed vertically at the bottom. All work in curved shape, cost includes bending of stainless steel tubes, pipes etc. in the required profile, welding, polishing etc. complete as per the drawing and as per the direction of Engineer-In-Charge.

Details of cost for 1.00 mtrBased on MKT rates

Cost for 1.00 mtr as per the detail mentioned above.

Page 63: MANDIR MARG 10c

Extra Item No. 53

Cost for complete 1 job 1.00 job "@ 13000.00 13000.00

Add 1% for water charges 130.00

13130.00

Add 15% for OH & CP 1969.50

15099.50

Add 1 % for Cess 151.00

Complete 1 job 15250.50

Providing and fixing stainless steel pipe 80 mm diameter and 14 guage (S.S. 304 grade) above the structural glazing as a paragola, (Length 7.00 mtr) including the cost of fixing with HILTI fasteners, scaffolding, welding, polishing etc. complete as per the drawing and as per the direction of Engineer-In-Charge.

Details of cost for 1.00 jobBased on MKT rates

Page 64: MANDIR MARG 10c

Extra Item No. 48

Details of cost for 1.00 sqm

Materials

1.025 sqm "@ 914.60 937.47

Add VAT "@ 12.5% 117.18

8.00 kg. "@ 18.50 148.00

40.43 "@ 1.36 54.98

Labour

Masson Ist 0.20 "@ 300.00 60.00

Coolie 0.20 "@ 203.00 40.60

Sundries L.S. 26.91 "@ 1.36 36.60

1394.83

Add 1% for water charges 13.95

1408.78

Add 15% for OH & CP 211.32

1620.10

Add 1 % for Cess 16.20

Cost for 1.00 mtr 1636.30

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, using 8 kg. adhesive per sqm of tile area in avg. 5 mm thickness including grouting the joints with white cement and matching pigment etc. complete. Size of tiles 605x605x10 mm

Porcelain floor tiles 605x605x10 mm including 2.50% for wastage & breakage.Rs85/sqft

High polymer modified quickset tile adhesive

Mortar for pointing in white cement L.S.

Page 65: MANDIR MARG 10c

Extra Item No. 45

Details of cost for 1.00 sqm

Materials

1.05 sqm "@ 807.00 847.35

Add VAT "@ 12.5% 105.92

Cartage L.S. 25.00

0.023 cum "@ 3956.48 91.00

150.00

0.0101 tonne "@ 5100.00 51.51

Masson Ist 0.50 "@ 300.00 150.00

Bhisti 0.20 @ 225.00 45.00

Coolie 0.50 "@ 203.00 101.50

Sundries L.S. 26.91 "@ 1.36 36.60

1603.88

Add 1% for water charges 16.04

1619.92

Add 15% for OH & CP 242.99

1862.91

Add 1 % for Cess 18.63

Cost for 1.00 sqm 1881.54

Providing and fixing glass reinforced concrete tiles of make “UNISTONE PRODUCTS INDIA PVT. LTD.” design "OPTRA" of size 250x100x15 mm thick on wall cladding over 20 mm avg. thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement admixed with matching pigment complete in all respect as per the direction of Engineer-In-Charge.

GRC tiles size 250x100x15 mm thick including 5% for wastage & breakage

20 mm thick cement mortar 1:3 (1 cement : 3 coarse sand)

Mortar for pointing in white cement L.S.

Cement for paste[As per actual at site]

Labour for fixing(As per actual)

Page 66: MANDIR MARG 10c

Sub Analysis

Cement mortar 1: 3 (1 Cement: 3 coarse sand)

Details of Cost for 1 cum

Material :

Portland Cement 0.51 tonne 5100.00 2601.00

Coarse sand 1.07 cum 1058.40 1132.49

Labour : 0.00

Beldar 0.75 each 203.00 152.25

Bhishti 0.07 each 225.00 15.75

26.91 1 time 1.36 36.60

Sundries L.S. Provision 13.52 1 time 1.36 18.39

Total - - - - -- - - 3956.48

Hire and running charges of mechanical mixer

Page 67: MANDIR MARG 10c

Extra Item No. 58

Details of cost for each

Materials

1.00 no."@ Rs. 650.00 650.00

Vat "@ 12.5% 81.25

32mm dia C.P. brass waste 1.00 no."@ Rs. 235.00 235.00

C.I./M.S. brackets pair 36.00 "@ 2.60 93.60

6.20 "@ 2.60 16.12

Cement sand etc. 5.15 "@ 2.60 13.39

10.35 "@ 2.60 26.91

Carriage of material 5.20 "@ 2.60 13.52

1.00 no."@ Rs. 630.00 630.00

Labour

Fitter Ist 0.33 "@ 300.00 99.00

Masson Ist 0.33 "@ 300.00 99.00

Beldar 0.67 "@ 203.00 136.01

2093.80

Add 1% W/C 20.94

2114.74

Add 15% for O.H. & C.P. 317.21

2431.95

Add 1% for cess 24.32

Cost for each Rs. 2456.27

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern including painting of fittings and brackets, cutting and making good the walls wherever required. White Viterous China wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.

Oval shaped wash basin of size 550x400mm

Red lead, white lead & gasket etc.

Painting, brackets & hinges etc.

15mm nominal bore C.P. brass pillars tap of make 'Parko' cat no. 4501

Page 68: MANDIR MARG 10c

Extra Item No. 43

Materials

100.00 kg

Add 5% for wastage 5.00 kg

105.00 kg "@" 49.50 5197.50

Add 4% VAT 207.90

Labour Charges

100.00 kg. "@" 36.00 3600.00

9005.40

Add 1 % for water charges 90.05

9095.45

Add 15% for CP and OH 1364.32

10459.77

Add 1% for cess 104.60

Cost for 100.00 kg 10564.37

Cost for 1.00 kg 105.64

Providing and erecting tubulars sections in trusses posts etc including cutting, welding, hoisting and bending in the required profile as per the drawing and design approved by the architect. The cost includes drilling holes 20mm to 25mm dia metre with the help of drill machine in the existing columns as well as in 20mm thick M.S base plate and fixing the MS tubular posts with the help of 12mm to 25mm dia metre and 250mm long MS bolts with the help of epoxy. The cost also includes M.S. Tubular Scaffolding and priming one coat with approved Steel primer, complete in all respect as the drawing and Direction of the Engineers in Charge.

Details of cost for 100.00 kgAs per actual at site

M.S tubelar sections

For Cutting Bending in the Required shape Hoisting Drilling Hole In R.C.C Columns Grouting with Epoxy Scaffolding Priming etc complete

Page 69: MANDIR MARG 10c

EXTRA ITEM NO. 44

Details of cost for each

Materials

1.00 no. "@ 383.00 383.00

Vat'@ 12.5%

47.88

Carriage of materials L.S.

25.00

Labour

Labour for fixing L.S 50.00

505.88

Add 1 % for water charges 5.06

510.94

Add 15% for CP and OH 76.64

587.58

Add 1% for cess 5.88

Cost for each 593.46

Providing and fixing crome finish soap dish of approved quality with PVC row plug and screws complete as per the direction of Engineer-in-charge.

Crome finish soap dish rawl

plug, scresws &

Page 70: MANDIR MARG 10c

Extra Item No. 46

1.00 meter"@ Rs. 7500.00 7500.00

Add 1% W/C 75.00

7575.00

Add 15% for O.H. & C.P. 1136.25

8711.25

Add 1% for cess 87.11

Cost for meter Rs. 8798.36

Providing and fixing toughened glass railing consisting of 12 mm thick toughened glass fixed over 4 rows of 19mm dia stainless steel rod 304 grade with S.S. studs, supported in 50mm dia S.S. baluster 304 grade "@ 850mm c/c all complete as per the drawing and design.

Details of cost for 1.00 meterBased on MKT Rates

Cost for 1.00 meter complete in all respect (i/c the cost of railing, 12mm thick toughened glass and fixing in position)

Cost as per the quotation attached.

Page 71: MANDIR MARG 10c

EXTRA ITEM NO. 47

Material :

1.05 mtr "@" Rs. 80.00 84.00

Vat'@12.5% 10.50

Labour :

Labour for fixing in position

1.00 mtr "@" Rs. 30.00 30.00

124.50

Add 1% for Water Charges 1.25

125.75

Add 15% for Contractor's Profit & Overheads 18.86

144.61

Add 1% for Labour Cess 1.45

Cost for 1.00 metre Rs. 146.06

Say Rs. 146.06 146.06

Providing and fixing black P.V.C insulation on hand rail over 50mm wide M.S flat of spiral staircase all complete as per the direction and satisfaction of Engineer-in-charge.

Detail of Cost for Each Based on Market Rate

Cost/metre

including5%w

astage

Page 72: MANDIR MARG 10c

Extra Item No. 49

Supply of S.S. kitchen equipments for main kitchen as per the direction of Engineer-In-Charge.

(a) Stainless steel stock pot range (Single burner)27"x27"x21"

Stainless steel stock pot range27"x27"x21" 1.00 no. "@ 22750.00 22750.00

Vat "@ 12.5% 2843.75

Vat "@ 1% (UP) 227.50

25821.25

Add 1% for W.C. 258.21

26079.46

Add 15% for OH &CP 3911.92

29991.38

Add 1% for cess 299.91Cost for each Rs 30291.30

(b) S.S. work table

54"x27"x34"+6"

S.S. work table

54"x27"x34"+6"

1.00 no. "@ 20540.00 20540.00

Vat "@ 12.5% 2567.50

Vat "@ 1% (UP) 25.68

23133.18

Add 1% for W.C. 231.33

23364.51

Add 15% for OH &CP 3504.68

26869.19

Add 1% for cess 268.69Cost for each Rs 27137.88

Details of cost for eachBased on MKT rates

Details of cost for eachBased on MKT rates

Page 73: MANDIR MARG 10c

(c) S.S. two burner range

60"x27"x24"

S.S. two burner range

60"x27"x24"

1.00 no. "@ 44850.00 44850.00

Vat "@ 12.5% 5606.25

Vat "@ 1% (UP) 448.50

50904.75

Add 1% for W.C. 509.05

51413.80

Add 15% for OH &CP 7712.07

59125.87

Add 1% for cess 591.26Cost for each Rs 59717.13

(d) S.S. rack (4 shelf)

36"x17"x72"

S.S. rack (4 shelf)

36"x17"x72"

1.00 no. "@ 22750.00 22750.00

Vat "@ 12.5% 2843.75

Vat "@ 1% (UP) 227.50

25821.25

Add 1% for W.C. 258.21

26079.46

Add 15% for OH &CP 3911.92

29991.38

Add 1% for cess 299.91Cost for each Rs 30291.30

Details of cost for eachBased on MKT rates

Details of cost for eachBased on MKT rates

Page 74: MANDIR MARG 10c

(e) S.S. work table W/1 U/S

60"x27"x34"

S.S. work table W/1 U/S

60"x27"x34"

1.00 no. "@ 25350.00 25350.00

Vat "@ 12.5% 3168.75

Vat "@ 1% (UP) 253.50

28772.25

Add 1% for W.C. 287.72

29059.97

Add 15% for OH &CP 4359.00

33418.97

Add 1% for cess 334.19Cost for each Rs 33753.16

(f) Work table with sink

60"x27"x34"+6"

Work table with sink

60"x27"x34"+6"

1.00 no. "@ 27950.00 27950.00

Vat "@ 12.5% 3493.75

Vat "@ 1% (UP) 279.50

31723.25

Add 1% for W.C. 317.23

32040.48

Add 15% for OH &CP 4806.07

36846.55

Add 1% for cess 368.47Cost for each Rs 37215.02

Details of cost for eachBased on MKT rates

Details of cost for eachBased on MKT rates

Page 75: MANDIR MARG 10c

(g) Stainless steel work table

(i) size 36"x27"x34"+6"

Stainless steel work table

(i) size 36"x27"x34"+6" 1.00 no. "@ 16250.00 16250.00

Vat "@ 12.5% 2031.25

Vat "@ 1% (UP) 162.50

18443.75

Add 1% for W.C. 184.44

18628.19

Add 15% for OH &CP 2794.23

21422.42

Add 1% for cess 214.22Cost for each Rs 21636.64

Details of cost for eachBased on MKT rates

Page 76: MANDIR MARG 10c

EXTRA ITEM NO. 50

1.00 no. "@ 9000.00 9000.00

Add 1% for water charges 90.00

9090.00

Add 15% for OH & CP 1363.50

10453.50

Add 1% for cess 104.54

Cost for each Rs 10558.04

Supply and fixing S.S staircases for the under ground water tanks consisting of the following.(i) Length of the S.S staircase 3.20m(ii) Vertical 2 nos 32 mm dia and 2 mm thick S.S 3.04 grade pipes(iii) Horizontal members 32mm dia 2 mm thick S.S pipes @ 3.00 mm C/C.(iv) Width of the stair case 360 mm.(v) 75mm diameter S.S plate including making holes in the plate (4 nos)Cost includes bending of S.S pipes at top & bottom & fixing in position with Hilti fasteners complete in all respect as per the drawing and design approved by the Architect and as per the direction of Engineer-in-charge.

Details of cost for each sqm Based on MKT rates

Supplying and fixing S.S. staircase as per the detail given above.

Page 77: MANDIR MARG 10c

EXTRA ITEM NO. 51

Granite stone of approved shade.

Material :

Granite stone :

1x1.07x0.65 = 0.696 sqm

Add wastage 20% 0.139 sqm

Total 0.83 sqm 2458.00 2051.45

40.05 1 time 1.36 54.47

80.11 1 time 1.36 108.95

40.05 1 time 1.36 54.47

2269.34

Add 1% W/C 22.69

2292.03

Add 15% for O.H. & C.P. 343.80

2635.83

Add 1% for cess 26.36

Cost for 0.695 sqm 2662.19

Cost for 1.00 sqm 3824.99

Providing and fixing stone slab table rubbed, edges rounded and polished of size 107x65cm deep and 1.8cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement : 2coarse sand : 4graded stone aggregate 6mm nominal size) as per direction of Engineer-In-Charge and finished smooth.

Detail of cost for 0.695 sqmBased on DAR 2007, Vol.-I, Item No. 8.10.2

Cement concrete 1:2:4 for filling21.58x0.696/0.375= 40.05

Labour for fixing and final polishing 43.16x0.696/0.375= 80.10

Sundries L.S. 21.58x0.696/0.375= 40.05

Page 78: MANDIR MARG 10c

Extra Item No. 54

(a):- 32 mm nominal boreDetails of cost for each

G.I. union 32 mm 1.00 no. "@ Rs. 95.00 95.00

Labour for fixing

Fitter 0.11 "@ Rs. 300.00 33.00

Beldar 0.11 "@ Rs. 203.00 22.33

150.33

Add 1% W/C 1.50

151.83

Add 15% for O.H. & C.P. 22.77

174.61

Add 1% for cess 1.75

Cost for each Rs. 176.35

(d):- 50 mm nominal bore

Details of cost for each

G.I. union 50 mm 1.00 no. "@ Rs. 205.00 205.00

Labour for fixing

Fitter 0.15 "@ Rs. 300.00 45.00

Beldar 0.15 "@ Rs. 203.00 30.45

280.45

Add 1% W/C 2.80

283.25

Add 15% for O.H. & C.P. 42.49

325.74

Add 1% for cess 3.26

Cost for each Rs. 329.00

Providing and fixing GI union GI pipe line including cutting and threading the pipe and making long screws etc. complete. (New Work)

Page 79: MANDIR MARG 10c

Extra Item No. 61

1.00 mtr "@ 85.00 85.00

Add 1% W/C 0.85

85.85

Add 15% for O.H. & C.P. 12.88

98.73

Add 1% for cess 0.99

Cost for each 1.00 mtr 99.72

Providing and filling clear silicon around the Aluminium Doors/Windows to make it leak proof complete as per the direction of Engineer-In-Charge.

Details of cost for 1.00 mtrBased on MKT Rate

Cost for 1.00 mtr including the cost of materials, labours, scaffolding etc.

Page 80: MANDIR MARG 10c

Extra Item No. 59

a) Size 610x460mm

S.S plates 610x460mm 1.00 No @ Rs 11000.00 11000.00

Fixing charges L.S 150.00

11150.00

Add 1% for W.C. 111.50

11261.50

Add 15% for OH &CP 1689.23

12950.73

Add 1% for cess 129.51

Cost for each Rs 13080.23

Providing and fixing S.S. plates for inauguration & sign plates for toilets as per the direction of Engineer-In-Charge.

Details of cost for EachBased on MKT Rates

* Cost as per the quotation attached

Page 81: MANDIR MARG 10c

b) Size 200x150mm

S.S plates 200x150mm 1.00 No @ Rs 1150.00 1150.00

Fixing charges L.S 100.00

1250.00

Add 1% for W.C. 12.50

1262.50

Add 15% for OH &CP 189.38

1451.88

Add 1% for cess 14.52

Cost for each Rs 1466.39

c) Size 150x100mm

S.S plates 150x100mm 1.00 No @ Rs 600.00 600.00

Fixing charges L.S 100.00

700.00

Add 1% for W.C. 7.00

707.00

Add 15% for OH &CP 106.05

813.05

Add 1% for cess 8.13

Cost for each Rs 821.18

Details of cost for EachBased on MKT Rates

* Cost as per the quotation attached

Details of cost for EachBased on MKT Rates

* Cost as per the quotation attached

Page 82: MANDIR MARG 10c

d) Size 250x100 mm

S.S plates 250x100 mm 1.00 No @ Rs 975.00 975.00

Fixing charges L.S 100.00

1075.00

Add 1% for W.C. 10.75

1085.75

Add 15% for OH &CP 162.86

1248.61

Add 1% for cess 12.49

Cost for each Rs 1261.10

e) Size 200x100 mm

S.S plates 200x100 mm 1.00 No @ Rs 775.00 775.00

Fixing charges L.S 100.00

875.00

Add 1% for W.C. 8.75

883.75

Add 15% for OH &CP 132.56

1016.31

Add 1% for cess 10.16

Cost for each Rs 1026.48

Details of cost for EachBased on MKT Rates

* Cost as per the quotation attached

Details of cost for EachBased on MKT Rates

* Cost as per the quotation attached

Page 83: MANDIR MARG 10c

f) Size 305x100 mm

S.S plates 305x100 mm 1.00 No @ Rs 1175.00 1175.00

Fixing charges L.S 100.00

1275.00

Add 1% for W.C. 12.75

1287.75

Add 15% for OH & CP 193.16

1480.91

Add 1% for cess 14.81

Cost for each Rs 1495.72

Details of cost for EachBased on MKT Rates

* Cost as per the quotation attached

Page 84: MANDIR MARG 10c

Extra Item No. 6

Details of cost for 1.00 sqm

1.025 m² "@ Rs. 668.91 685.63

Vat "@ 12.5% 85.70

0.014 m³ "@ Rs. 3956.48 55.39

0.0033 m.t. "@ Rs. 5100.00 16.83

Labour charges

Masson Ist 0.25 "@ 300.00 75.00

Coolie 0.25 "@ 203.00 50.75

26.91 "@ 1.36 36.60

1005.91

Add 1% W/C 10.06

1015.96

Add 15% for O.H. & C.P. 152.39

1168.36

Add 1% for cess 11.68

Cost for 10.00 sqm Rs. 1180.04

Providing and fixing ceramic glazed tiles of 'ORIENT' "Honey Beige' of size 300x600mm on walls as per samples approved by the architect over 12mm thick bed of cement mortar 1 : 3 (1cement : 3coarse sand) jointing with grey cement slurry "@ 3.30kg/sqm all complete as per the direction of Engineer-In-Charge.

Ceramic glazed tile "Honey Beige" size 300x600 mm including 2.5% wastage Rs 746/12sqft

12mm thick cement mortar 1:3 (1cement :3c/sand)

Cement for slurry over bed "@ 3.30 kg/m²

Sundries including carriage of materials

Page 85: MANDIR MARG 10c

Extra Item No.

Cost/sqm as per the details 4880.00

(As per the quotation attached)

Add 1% W/C 48.80

4928.80

Add 15% for O.H. & C.P. 739.32

5668.12

Add 1% for cess 56.68

Cost for 1.00 sqm Rs. 5724.80

Designing, providing and fixing of structural single glazed structural glazing system using specially designed aluminum extruded sections duly electro plated to required colour and shade with mullions fixed onto RCC beams/ columns through adequately designed epoxy coated M.S. brackets insert plates dash fasteners etc. including providing and fixing glass of not less than 5 mm thickness (Cool Lite Series ST-450) of green or blue heat reflective and toughened (manufactured by Glaverbel, Belgium or Saint Gobain) with approved silicon sealant complete with gasket sealant etc. to make the structural glazing water tight as per IS/BS standards including scaffolding etc. complete as per the architectural drawings and specifications.

Details of cost for 1.00 sqmBased on Mkt Rates

Page 86: MANDIR MARG 10c

Additional Item No. 6

Labour

Beldar 1.77 no. "@ 203.00 359.31

Coolie 0.75 no. "@ 203.00 152.25

Sundries LS 8.06 "@ 1.36 10.96

522.52

Add 1% W/C 0.11

533.59

Add 15% for O.H. & C.P. 80.04

613.63

Add 1% for cess 6.14

Cost for 10 sqm 619.76

Cost for 1 sqm 61.98

Dismantaling stone slab flooring laid in cement mortar including stacking of servicable material and disposasl of unservicable material within 50 metre lead.

Details of cost for 10 sqmBased on DAR 2007, Vol-II, Item No. 15.25, P-708

Page 87: MANDIR MARG 10c

Additional Item No. 9

Labour

Considering 60% of the Labour component to stone slab flooring.

Beldar 1.77 nos. "@ 60% 1.06 nos."@ 203.00 215.18

Coolie 0.75 nos. "@ 60% 0.45 nos."@ 203.00 91.35

Sundries 8.06 "@ 60% 4.84 "@ 1.36 6.58

313.11

Add 1% W/C 3.13

316.24

Add 15% for O.H. & C.P. 47.44

363.68

Add 1% for cess 3.64

Cost for 10.00 sqm Rs. 367.32

Cost /sqm Rs. 36.73

Dismantling pre-cast CC paver flooring /footpath laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

Details of cost fo 10.00 sqm Based on Item No. 15.25/P-708 , vol-2, DAR-2007

Page 88: MANDIR MARG 10c

Additional Item No. 43

Materials

24.50 sqft. "@ 225.00 5512.50

VAT "@ 12.5% 689.06

1.00 no. "@ 4850.00 4850.00

1.00 no. "@ 2500.00 2500.00

OPF-1 1.00 no. "@ 2500.00 2500.00

Point fix top patch OPF-2 1.00 no. "@ 1300.00 1300.00

Bottom patch OPF-3 1.00 no. "@ 1300.00 1300.00

1.00 set "@ 4500.00 4500.00

16950.00

(a) 16950.00

Add VAT on (a) "@ 12.5% 2118.75

Labour for making holes 8.00 no. "@ 70.00 560.00

22.81 sqft. "@ 110.00 2509.10

400.00

28739.41

Add 1% W/C 287.39

29026.80

Add 15% for O.H. & C.P. 4354.02

33380.82

Add 1% for cess 333.81

Cost for 2.12 sqm 33714.63

Cost for 1 sqm 15903.13

Providing and fixing 12 mm thick tinted sheet Toughened glass of approved make in doors at all heights and levels including all fittings like handles patch fitting and locking arrangements approved make etc. complete in all respects as per drawing and directions of Engineer-In-Charge.

Details of cost for a door shutter 1.01x2.10= 2.12 sqm i.e. 22.81sqft.Based on Mkt Rates

12mm thick tinted and toughened glass 1x7'x3'-6"= 24.50 sqft.

OZONE make fittingsFloor spring (FS 8400)

Corner patch lock with strike plate OPL-1

Stainless steel handles OGH-77 25x475mm

Labour for fixing of door shutter complete in all respect

Sundries, scaffolding, cutting

and making good the floors

etc. LS

Page 89: MANDIR MARG 10c

Additional Item No. 48

Materials

10.00 nos. "@ 102.00 1020.00

VAT "@ 12.5% 127.50

Brass screws 30mm 80.00 nos. "@ 100/100 80.00

Carriage of materials LS 2.73 "@ 1.36 3.71

Labour charges

Carpenter Ist 0.10 "@ 300.00 30.00

1261.21

Add 1% W/C 12.61

1273.82

Add 15% for O.H. & C.P. 191.07

1464.89

Add 1% for cess 14.65

Cost for 10 nos. 1479.54

Cost for each 147.95

Providing and fixing bright finished brass tower bolts (Heavy) barrel type with screws etc. complete. (b) 150x10 mm

Details of cost for 10 nos.Based on DAR 2007, Vol-I, Item No. 9.74.3, P-381

Brass tower bolts (heavy type) 150x10 mm

Page 90: MANDIR MARG 10c

Additional Item No. 55

Details of cost for 1.00 sqm

1.025 m² "@ Rs. 255.00 261.38

Vat "@ 12.5% 32.67

0.014 m³ "@ Rs. 3956.48 55.39

40.43 "@ 1.36 54.98

0.0033 m.t. "@ Rs. 5100.00 16.83

Labour charges

Masson Ist 0.25 "@ 300.00 75.00

Coolie 0.25 "@ 203.00 50.75

26.91 "@ 1.36 36.60

583.60

Add 1% W/C 5.84

589.44

Add 15% for O.H. & C.P. 88.42

677.85

Add 1% for cess 6.78

Cost for 10.00 sqm Rs. 684.63

Providing and fixing ist quality ceramic glazed tiles conforming to IS: 15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green black of any size as approved by Engineer-In-Charge in skirting, riser of steps and dados over 12mm thick bed of cement mortar 1:3 (1cement : 3coarse sand) and jointing with grey cement slurry "@ 3.30kg per square meter including pointing in white cement mixed with pigment of matching shade complete.

Ceramic glazed tile Ist quality minimum thickness 5mm in all colours including 2.5% wastage

12mm thick cement mortar 1:3 (1cement :3c/sand)

Mortar for pointing in white cement LS

Cement for slurry over bed "@ 3.30 kg/m²

Sundries including carriage of materials

Page 91: MANDIR MARG 10c

Additional Item No. 57

0.172 cum "@ Rs 2389.65 411.02

Labour

Mason (AVG) 0.80 "@ Rs 275.00 220.00

Coolie 0.88 "@ Rs 203.00 178.64

Bhisti 0.99 "@ Rs 225.00 222.75

Scaffolding & Sundries 12.61 "@ Rs 1.36 17.15

1049.56

Add 1% W/C 10.50

1060.05

Add 15% for O.H. & C.P. 159.01

1219.06

Add 1% for cess 12.19

Cost for 10.00 sqm Rs. 1231.25

Cost for 1.00 sqm Rs. 123.13

Sub Analysis

Cement mortar 1:6 (1 cement : 6 fine sand)

Materials

Cement 0.25 "@ 5100.00 1275.00

Fine sand 1.07 "@ 833.33 891.66

Labour

Beldar 0.75 "@ 203.00 152.25

Bhisti 0.07 "@ 225.00 15.75

26.91 "@ 1.36 36.60

Sundries L.S. 13.52 "@ 1.36 18.39

2389.65

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

Details of cost for 10.00 SqmRef. DAR 2007, vol II, item 13.9.1 page 592

Cement mortar 1:6 (1 cement : 6 fine sand)

Details of cost for 1.00 cumRef. DAR 2007, vol I, item 3.9, page 111

For measuring, carring, depositing & mixing

Hire and running changes of mechanical mixer L.S.

Page 92: MANDIR MARG 10c

Additional Item No. 67

Details of cost for each

Materials

1.00 no. "@ 880.00 880.00

VAT "@ 12.5% 110.00

Fixing charges LS 16.12 "@ 1.36 21.92

1011.92

Add 1% W/C 10.12

1022.04

Add 15% for O.H. & C.P. 153.31

1175.35

Add 1% for cess 11.75

Cost for 1.00 sqm Rs. 1187.10

Providing and fixing C.P. brass angle valves of approved make PARKO complete as per direction of Engineer-In-Charge. 15mm dia nominal bore.

CP brass angle valve of make "PARKO" (Justified rates)

Page 93: MANDIR MARG 10c

Additional Item No. 130

Details of cost for 10.00 sqm

Materials

23.07 kg. "@ 216.00 4983.12

Labour charges

10.00 sqm "@ 100.00 1000.00

5983.12

Add 1% W/C 59.83

6042.95

Add 15% for O.H. & C.P. 906.44

6949.39

Add 1% for cess 69.49

Cost for 10 sqm 7018.88

Cost for 1 sqm 701.89

Providing water proofing treatment as the inner surface of over head tanks, underground tank toilets, kitchen and sunken portions by applying three coats of acrylic polymer modified cementations water-proofing coating BRVS BOND RFX of make FOSROC as per manufacturer specifictions, the rate i/e all charges of materials scaffolding, labour cleaning of surface with wire brushes to remove any triteness’ etc. complete as per directions of Engineer-In-Charge. (The coverage of BRUSBOND RFX should be 12-14 square meter in two coats) Packing of brush bond RFX 20kg pack is powder component-15kg liquid polymer-5kg (Jeer me)

BRUSH BOND RFX (20 kg.) Coverage (avg.) 13 sqm for 2-coats For 3 coats 13.00x2/3= 8.67 sqm

20 kg. Brush Bond for 8.67 sqm For 10.00 sqm 20x10.00/8.67= 23.07

Cost per 20 kg. pack =Rs. 3840.00VAT "@ 12.5% =Rs. 480.00 =Rs. 4320.00Cost per kg. (4320/20) =Rs. 216.00

Labour for mixing cleaning of surface and applying with brushes in three coats after drying the previous coat.

Page 94: MANDIR MARG 10c

Additional Item No. 156

Materials

(V) 2x12.18 24.36

(H) 5x1.02 5.10

29.46

Wastage "@ 5% 1.47

30.93 mtr

30.93 mtr "@ 2.50 kg./mtr= 77.33 kg. 77.33 kg. "@ 205.00 15852.65

VAT "@ 5% 792.63

(V) 2x12.18 24.36

(H) 4x1.02 4.08

28.44

Wastage "@ 5% 1.42

29.86 mtr

29.86 mtr "@ 0.246 kg./mtr= 7.35 kg. 7.35 kg. "@ 208.00 1527.88

VAT "@ 5% 76.39

275x1.01 277.75

Wastage 5% 13.89

291.64 mtr

291.64 mtr "@ 0.396 kg./mtr=115.49 kg. 115.49 kg. "@ 205.00 23675.45

VAT "@ 5% 1183.77

(77.33+7.35+115.49= 200.17 kg.) 200.17 kg. "@ 85.00 17014.45

VAT "@ 12.5% 2126.81

Stainless steel screws (20x8) 1100.00 "@ 100/100 1100.00

13x0.82 10.66

Wastage 10% 1.07

11.73 mtr

Providing and fixing aluminium louvers in shaft and garbage room with half openable shutter consisting of outer frame of size 4"x1-3/4" thickness 3.263mm louvers of section 4032 (Nepal) provided approx 50mm C/C Aluminium strip on sides of main frame 1-3/4" wide and 1.27mm thick openable shutter consisting of bottom member 4-1/2"x1-3/4" thickness 2.30mm top member of size 3-1/4"x1-3/4" thickness 2.025mm side members (double legged) fixed with hinges size 1-3/4"x1-3/4 thickness 2.02mm i/c the cost of powder coating cost of tower bolts handles hire charges of drill machine screws and accessories all complete as per approved drawing and and direction of Engineer-In-Charge.

Details of cost for 1.12x12.18 mtr i.e. 13.64Based on Mkt. Rates (As per actual at site)

(i) Aluminium sections 4"x1¾" (10 gauge)

(ii) Glazing plate (50x2mm)

(iii) Aluminium louvers (70mm wide)

(iv) Electroplating on aluminium sections of colour AC-2

MS tube 75x75x3.2mm to support the aluminium frame work

Page 95: MANDIR MARG 10c

11.73 mtr "@ 6.93 kg./mtr= 81.29 kg. 81.29 kg. "@ 55.00 4470.95

VAT "@ 5% 223.55

81.29 kg. "@ 20.00 1625.80

10.66x0.30= 3.20 sqm 3.20 sqm "@ 17.00 54.40

Scaffolding charges 13.64 sqm "@ 96.84 1320.90

Labour charges

13.64 sqm "@ 753.20 10273.65

81319.28

Add 1% W/C 813.19

82132.47

Add 15% for O.H. & C.P. 12319.87

94452.34

Add 1% for cess 944.52

Cost for 13.64 sqm 95396.86

Cost for 1.00 sqm 6993.90

Labour charges for erecting, hoisting and welding MS tubular sections(Rs. 20/kg.)

Priming on MS tubular frame work with approved steel primer

(a) For aluminium frame work and fixing of louvers in position (Rs. 70/sqft.)

Page 96: MANDIR MARG 10c

Additional Item No. 38

1.00 mtr "@ 5150.00 5150.00

VAT "@ 12.5% on Rs. 4120 515.00

5665.00

Add 1% W/C 56.65

5721.65

Add 15% for O.H. & C.P. 858.25

6579.90

Add 1% for cess 65.80

Cost for 1 mtr 6645.70

Providing and fixing 1.0 meter high stainless steel railing of SS 304 grade and finish no 4 (matt finish) consisting of 50mm dia 14 guage stainless steel pipe baluster fixed "@ 85cm centre to centre with the help of dash fastners etc. complete and covered with SS cap of 65mm diameter the railing have 4 rows of stainless steel pipe of 19mm diameter 14 guage complete all as per drawing and instruction of Engieer-In-Charge.

Details of cost for 1 mtrBased on Mkt. Rates

Cost for 1 mtr (Justified rates)

Page 97: MANDIR MARG 10c

Additional Item No. 39

1.00 mtr "@ 6000.00 6000.00

VAT "@ 12.5% on Rs. 4800 600.00

6600.00

Add 1% W/C 66.00

6666.00

Add 15% for O.H. & C.P. 999.90

7665.90

Add 1% for cess 76.66

Cost for 1 mtr 7742.56

Providing and fixing 1.00 high stainless steel railing for hand capped of SS 304 grade in ramps consisting of 50mm dia 14 gange stainless steel pipe hand rail 50mm dia 14 gange stainless steel pipe balansters fixed with the help of dash fatners and other handrail of 38mm dia including the cost of bends 25mm dia and pillars of ends of 75mm dia with cap all complete as per drawing and instruction of Eng-in-Charge including 4 bars 19 mm dia of stainless steel evenly spaced with necessary caps at ends.

Details of cost for 1 mtrBased on Mkt. Rates

Cost for 1 mtr (Justified rates)

Page 98: MANDIR MARG 10c

Additional Item No. 128

Materials

0.50 sqm

Wastage "@ 10% 0.05 sqm

0.55 sqm "@ 2458.00 1351.90

Chemicals

Araldite/Elfy LS 850.00

Masson Ist 1.00 "@ 300.00 300.00

Beldar 2.00 "@ 203.00 406.00

20.00 mtr "@ 136.95 2739.00

(Sub Analysis attached) 5646.90

Add 1% W/C 56.47

5703.37

Add 15% for O.H. & C.P. 855.51

6558.88

Add 1% for cess 65.59

Cost for 10.00 mtr 6624.47

Cost for 1.00 mtr 662.45

Providing fixing and polishing double edge moulding to granite stone in steps by fixing 18mm thick and 50mm wide granite strip with araldite / elfy and machine polishing an edge to give high class finishing all complete as per the directions of Engineer-In-Charge.

Details of cost for 10.00 mtrBased on Mkt. Rates

(Labour as per actual at site)

18mm thick and 50mm wide granite stone strip10x0.05=

Labour charges for fixing 50mm wide and 18mm thick granite

Labour for providing edge moulding (double edge)2x10= 20 mtr

Page 99: MANDIR MARG 10c

Extra Item No. 2

Labour charges (As per actual at site)

Beldar 1.00 "@ 203.00 203.00

Coolie 0.25 "@ 203.00 50.75

Bhishti 0.10 "@ 225.00 22.50

1.43 "@ 1.36 1.94

278.19

Add 1% W/C 2.78

280.97

Add 15% for O.H. & C.P. 42.15

323.12

Add 1% for cess 3.23

Cost for 10.00 mtr 326.35

Cost for 1.00 mtr 32.64

Dismantling grit wash plaster from the exterior walls including disposal of malba within 50 metre lead as per the direction of Engineer-in-Charge.

Details of cost for 10.00 sqmBased on Mkt. Rates

Sundries for scaffolding etc. LS

Page 100: MANDIR MARG 10c

Extra Item No. 4

Materials

Rendroc RGL 55 bags "@ 25 kg/each 1375.00 kg. "@ 27.56 37895.00

1017.50 "@ 0.75 763.13

500.00

Labour for mixing and placing in position

Machine operator 8.00 "@ 300.00 2400.00

Skilled helper 12.60 "@ 203.00 2557.80

Bhishti 12.47 "@ 225.00 2805.75

46921.68

Add 2% for sundries 938.43

47860.11

Add 1% W/C 478.60

48338.71

Add 15% for O.H. & C.P. 7250.81

55589.52

Add 1% for cess 555.90

Cost for 1.00 mtr 56145.42

Providing and placing in position Micro-concrete, which shall be cement based prepacked single componet, chloride free, non-shrink, free flow, self compacting ready to use after mixing water in specified proportion obtained from apporoved manufacturer as per specification and direction of Engineer-in-charge (payment under this item shall be made only after proper curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) Grade M40 as per direction of Engineer-in-charge, Aggregate 10mm down will be mixed @ 18.5kg/- 25 kg of Randoroc RGL

Details of cost for 1.00 cumBased on Mkt. Rates

Rs 24.50+12.5% VAT= 27.56 Aggregate 10mm down 55x18.50= 1017.50

Plant and machinery for misxing and weighing micro-concrete LS

Page 101: MANDIR MARG 10c

Extra Item No. 5

a) 300/250mm dia meter

Cost for 1.00 metre (as per the quotation) 1.00 metre "@" 1550.00 1550.00

Add 1% for water charges 15.50

1565.50

Add 15% for O.H & C.P 234.83

1800.33

Add 1%Cess 18.00

Cost for 1.00 Metre 1818.33

(i) 150mm dia pipe

Cost for 1.00 metre (as per the quotation) 1.00 metre "@" 1149.75 1149.75

Add 1% for water charges 11.50

1161.25

Add 15% for O.H & C.P 174.19

1335.44

Add 1%Cess 13.35

Cost for 1.00 Metre 1348.79

(i) 150mm dia pipe

Cost for 1.00 metre (as per the quotation) 1.00 metre "@" 1044.75 1044.75

Add 1% for water charges 10.45

1055.20

Add 15% for O.H & C.P 158.28

1213.48

Add 1%Cess 12.13

Cost for 1.00 Metre 1225.61

Drilling by DTH method by drag bit in all strata, except, boulders and rocks including boring with casing and depreciation of the casing pipe ( if required) including disposal of surplus material within 50 mtr lead. Including making strata chart.

Details of cost for 1.00 MetreBased on Mkt rates

(b) Supplying tube well assembly at site of work

ERW MS Slotted pipe (medium duty conforming to I.S 1239- PART I) housing 1.5mm to 3.0mm slots in required length with threaded ends and sockets.

(c ) ERW MS blind pipe 150mm (Mediumduty conforming to IS:1239-part I) in required length with treaded ends and sockets.

Page 102: MANDIR MARG 10c

(i) For water bore

Cost for 1.00 metre (as per the quotation) 1.00 "@" 130.00 130.00

Add 1% for water charges 1.30

131.30

Add 15% for O.H & C.P 19.70

151.00

Add 1%Cess 1.51

Cost for 1.00 metre 152.51

Cost for 1.00 cum (as per the quotation) 1.00 "@" 1500.00 1500.00

Add 1% for water charges 15.00

1515.00

Add 15% for O.H & C.P 227.25

1742.25

Add 1%Cess 17.42

Cost for 1.00 cum 1759.67

Cost for 1.00 Hours (as per the quotation) 1.00 "@" 700.00 700.00

Add 1% for water charges 7.00

707.00

Add 15% for O.H & C.P 106.05

813.05

Add 1%Cess 8.13

Cost for 1.00 hour 821.18

(g) M.S well cap for

(i) 150mm dia pipe

Cost for Each (as per the quotation) 1.00 "@" 231.00 231.00

Add 1% for water charges 2.31

233.31

Add 15% for O.H & C.P 35.00

268.31

Add 1%Cess 2.68

Cost for each 270.99

(d) Assembling and lowering the tube well assembly to satisfaction of Engineer-In-Charge.

(e) Supplying and packing of pea sized gravel of required gauge around the tube well assembly bith before and after development.

(f) Development of tube well with air compressor of capacity 7.00 cum per min at a pressure of 7 kg per sqcm to the satisfaction of Engineer-In-charge

Page 103: MANDIR MARG 10c

(i) 150mm dia pipe

Cost for Each (as per the quotation) 1.00 "@" 1974.00 1974.00

Add 1% for water charges 19.74

1993.74

Add 15% for O.H & C.P 299.06

2292.80

Add 1%Cess 22.93

Cost for each 2315.73

Cost for 1.00 metre (as per the quotation) 1.00 "@" 295.00 295.00

Add 1% for water charges 2.95

297.95

Add 15% for O.H & C.P 44.69

342.64

Add 1%Cess 3.43

Cost for 1.00 metre 346.07

(h) M.S housing clamps made of 12mm thick 100mm.

(i) Supplying and lowering down 40mm dia nominal Bore B Class G.I Pipe for Bore

Page 104: MANDIR MARG 10c

Extra Item No. 3

Labour charges

Beldar 1.59 "@ 203.00 322.77

Coolie 0.72 "@ 203.00 146.16

Sundries LS 4.81 "@ 1.36 6.54

475.47

Add 1% W/C 4.75

480.22

Add 15% for O.H. & C.P. 72.03

552.25

Add 1% for cess 5.52

Cost for 1.00 cum 557.77

Demolishing brick bat coba by manually/mechanical means including disposal of material within 50 metre lead as per the direction of Engineer-in-Charge.

Details of cost for 1.00 cumBased on DAR 2007, Item No. 15.2.1, P-695

Page 105: MANDIR MARG 10c

Extra Item No. 7

Making V-Groove on Granite stone wall cladding complete as per the direction of Engineer-in-charge.

1.00 mtr "@ 200.00 200.00

Add 1% for Water Charges 2.00

202.00

Add 15% for Contractor's Profit & Overheads 30.30

232.30

Add 1% for Labour Cess 2.32

Cost for 1.00 mtr 234.62

Details of cost for 1.00 mtrBased on similar work at Kaka Nagar Barat Ghar

Cost for 1.00 mtr (As per the quotation attached)

Page 106: MANDIR MARG 10c

Extra Item No. 8

Details of cost for 1.00 metre

1.00 mtr "@" 1476.00 1476.00

Add 1% for W.C. 14.76

1490.76

Add 15% for OH &CP 223.61

1714.37

Add 1% for cess 17.14

Cost / metre 1731.52

Providing and making moulding in granite stone of size 55x75mm average by jointing three stones with Araldite / Elphy including the cost of repolishing all complete as per the design approved by architect and complete satisfaction of Engineer-In-Charge.

Cost / Metre (As per the Quotation Attached) Rs 450/- Rft

Page 107: MANDIR MARG 10c

Extra Item No. 10

Materials

1.00 pack of 5.50 kg. 2800.00

VAT "@ 12.5% 350.00

Cost of PVC spacers LS 200.00

Labour charges

15.00 sqm :@ 70.00 1050.00

4400.00

Add 1% for water charges 44.00

4444.00

Add 15% for OH & CP 666.60

5110.60

Add 1% for cess 51.11

Cost for 15.00 sqm 5161.71

Cost for 1.00 sqm 344.11

Extra for providing and grouting 4mm wide & 6mm deep grout of make Laticrete (SP-100) weather resistant non shrinkage and non cracking on tiles work in walls size 300x600 as per the manufactures recommendations (Approximate coverage 15.00sqm/pack 5.50 kg set)

Details of cost for 15.00 sqmBased on Mkt Rates

Grout material of make Laticrete (SP-100)

Labour for grouting and cleaning the tiles

Page 108: MANDIR MARG 10c

Extra Item No. 17

Details of cost for 10.00 sqm

Materials

10.50 sqm"@ Rs. 2690.00 28245.00

Vat "@ 12.5% 3530.63

62.88 mtr "@ 65.60 4124.93

0.224 m³ "@ Rs. 3293.48 737.74

Cement for slurry 0.05 m.t. "@ Rs. 5100.00 255.00

Masson Ist 1.20 "@ 300.00 360.00

Beldar 1.00 "@ 203.00 203.00

Coolie 1.00 "@ 203.00 203.00

Sundries 134.55 "@ 1.36 182.99

37842.28

Add 1% W/C 378.42

38220.71

Add 15% for O.H. & C.P. 5733.11

43953.81

Add 1% for cess 439.54

Cost for 10.00 sqm Rs. 44393.35

Cost for 1.00 sqm Rs. 4439.33

Granite stone flooring with 30mm thick mirror polished machine cut granite stone (sample & size of granite stone shall be approved by Engineer-In-Charge) over 20mm thick (avg) thick base of cement mortar 1 : 4 (1cement : 4coarse sand) after applying cement slurry "@ 5kg/per sqm with joints treated with white cement mixed with matching pigment epoxy touch ups including rubbing curing etc. complete at all levels brown, grey light brown, light grey, and cats eye pattern as approved by Engineer-In-Charge with slab size varying from 0.80 sqm to 2.25 sqm.

30mm thick granite stone of required colour and size including cartage & 5% wastage [ Rs. 250/sqft]

Cutting of 30mm thick granite stone (Rs. 20/rft.) (As per the sketch drawing attached)

24x2x0.73= 35.04 24x2x0.58= 27.84Total = 62.88 mtr

Base mortar 1:4 (1cement :4c/sand)

Labour for fixing andfinishing

Page 109: MANDIR MARG 10c

Sub Analysis

Cement mortar 1:4 (1 cement : 4 c/sand)

Materials

Cement 0.38 "@ 5100.00 1938.00

Coarse sand 1.07 "@ 1058.40 1132.49

Labour

Beldar 0.75 "@ 203.00 152.25

Bhisti 0.07 "@ 225.00 15.75

26.91 "@ 1.36 36.60

Sundries L.S. 13.52 "@ 1.36 18.39

3293.48

Details of cost for 1.00 cumRef. DAR 2007, vol I, item 3.9 page 111

For measuring, carring, oppositing & mixing

Hire and running changes of mechanical mixer L.S.

Page 110: MANDIR MARG 10c

Extra Item No. 12

Materials

30.00 kg. "@ 115.00 3450.00

Labour

10.00 sqm "@ 161.40 1614.00

5064.00

Add 1% W/C 50.64

5114.64

Add 15% for O.H. & C.P. 767.20

5881.84

Add 1% for cess 58.82

Cost for 10.00 sqm Rs. 5940.65

Cost for 1.00 sqm Rs. 594.07

Providing and Laying water proofing treatment on the inner surface of under ground water tank by applying three coats of crystalline system (Master Seal 501) as per manufactures specifications. The rate includes all charges of materials labour claming of surface with wire brushes to remove any laitances etc. complete as per the directions of engineer-in-charges The coverage of (MASTER SEAL 501) shoal be 3kg per sqm for three coats.

Details of cost for 10.00 sqmBased on Mkt. Rates

Master seal 501 for three coat

Labour for mixing, cleaning of surface with brushes and applying in three coats Rs. 5/sqft. Per coat

Page 111: MANDIR MARG 10c

Extra Item No. 19

Materials

10.50 sqm "@ 914.60 9603.30

VAT "@ 12.5% 1200.41

Cartage LS 500.00

0.224 cum "@ 3293.48 737.74

0.101 MT "@ 5100.00 515.10

Mortar for pointing and matching pigment LS

50.00

Labour charges

Masson Ist 7.00 "@ 300.00 2100.00

Beldar 6.00 "@ 203.00 1218.00

Bhishti 3.00 "@ 225.00 675.00

Sundries LS 25.00

16624.55

Add 1% W/C 166.25

16790.80

Add 15% for O.H. & C.P. 2518.62

19309.41

Add 1% for cess 193.09

Cost for 10.00 sqm Rs. 19502.51

Cost for 1.00 sqm Rs. 1950.25

Providing and fixing glass reinforced concrete paving tiles 22mm to 25mm thick for exterior flooring of make “UNISTONE PRODUCTS INDIA PVT LTD” over 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) as per the design & drawing approved by the architect and as per the direction of Engineer-in-charge.

Details of cost for 10.00 sqmBased on Mkt. Rates

GRC paving tiles 22mm to 25mm thick sample as approved by the Architect (LEO COBBLE STONE 6x6" cobel stone WEDGE 6"x3¾" border -4"x4" & fillers) including 5% wastage (Rs. 85/sqft.)

Base cement mortar 20mm thick (avg.) 1:4 (1 cement : 4 coarse sand)

Cement for paste (As per actual at site) 10.10 kg./sqm

Labour for fixing in position including proper layout as per the drawings. (As per actual at site)

Page 112: MANDIR MARG 10c

EXTRA ITEM 21

Details of cost for 1.00 Sqm

Materials

1.05 sqm "@ Rs. 610.00 640.5

Vat @ 5% 32.03

1.00 sqm "@ Rs. 100.00 100.00

772.53

Add 1 % for water charges 7.73

780.25

Add 15% for contractor profit and overheads 117.04

897.29

Add 1% Cess 8.97

Cost for 1.00 Sqm 906.26

Providing and fixing peripore board 50 mm thick of "BASF India Limited" for heat insulation on the terrace as per the manufactures specification and direction of Engineer-In-Charge.

Peripore Board 50mm thick Including 5 % Wastage(Quotation BASF India Limited)

Labour Charges

Labour Charges for lifting of materials & fixing in position

Page 113: MANDIR MARG 10c

Extra Item No. 22

Materials

1.05 sqm "@ 105.00 110.25

5.51

1.00 sqm "@ 40.00 40.00

155.76

Add 1 % for water charges 1.56

157.32

Add 15% for contractor profit and overheads 23.60

180.92

Add 1% for cess 1.81

Cost for 1.00 sqm 182.73

Providing and fixing 380 gsm Geotextile membrane to protect the peripore board (insulation layer) & for the better adhesion between insulation layer & concrete work complete as per the manufactures specification and direction of Engineer-in-charge.

Details of cost for 1.00 sqmBased on MKT rates

Geotextile membrane 380 gsm including wastage 5%

Add VAT "@ 5%

Labour for fixing the membrane in position including lifting of materials up to terrace

Page 114: MANDIR MARG 10c

EXTRA ITEM NO. 26

Materials

Basic cost of glass Rs. 140/sqft.

Excise 10.30% Rs. 14.42

Total (a) Rs. 154.42

VAT "@ 12.5% on (a) Rs. 19.30

Total (b) Rs. 173.72

1% extra VAT (U.P.) on (b) Rs. 1.74

Total (c ) Rs. 175.76

Insurance 1% Rs. 1.76

Total (d) Rs. 177.52

Packing charges Rs. 3.00

Cartage/loading unloading Rs. 5.00

Cutting charges Rs.10.00

Total 195.52/sqft.

Say 2103.80/sqm 1.00 sqm "@ 2103.80 2103.80

Wastage "@ 20% (Actual) 420.76

Neoprence/PVC gasket 6.00 meter "@ Rs 27.00 162.00

Glazier 0.23 "@ 250.00 57.50

Beldar 0.23 "@ 203.00 46.69

6.89 "@ 1.36 9.37

2800.12

Add 1% for water charges 28.00

2828.12

Add 15% for OH & CP 424.22

3252.34

Add 1% for cess 32.52

Cost/sqm Rs 3284.86

Providing and fixing glazing in aluminium doors, windows, ventilators shutters and partitions etc. with P.V.C/neoprene gaskets etc complete as per the architectural drawings and the direction of Engineer-in-charge (cost of Aluminium snap beading shall be paid in basic item)With 5 mm thick reflective and toughened glass of make Saint Gobain (Forest Green)

Details of cost for 1.00 sqmBased on Mkt. Rates

5mm thick reflective and toughened glass

Labour (Ref. DAR 2007, vol. II, Item 21.30, page-1189

Sundries & carriage of gasket L.S

Page 115: MANDIR MARG 10c

EXTRA ITEM NO. 32

Details of cost for 10 nos.

Materials

S.S door latch 75mm 10.00 nos. "@ 970/10 970.00

C.P screws 25mm 40.00 nos. "@ 100/100' 40.00

Carriage of materials L.S. 1.82 "@ 1.00 1.82

Labour

Carpainter Ist class 0.06 "@ 300.00 18.00

1029.82

Add 1% for water charges 10.30

1040.12

Add 15% for OH & CP 156.02

1196.14

Add 1% for cess 11.96

Cost for 10 nos. 1208.10

Cost for each 120.81

Providing and fixing S.S door latch with screws complete. a) 75mm

Page 116: MANDIR MARG 10c

EXTRA ITEM NO. 33

Materials

1.00 nos."@ 1640.00 1640.00

Latch 1.00 nos."@ 381.00 381.00

2021.00

Add 12.5% VAT 252.63

2273.63

Labour fixing

Labour for fixing (As per actual at site)

Carpenter Ist 0.50 "@ 300.00 150.00

Beldar 0.50 "@ 203.00 101.50

2525.13

Add 1% for water charges 25.25

2550.38

Add 15% for OH & CP 382.56

2932.94

Add 1% for cess 29.33

Cost for each 2962.27

Providing and fixing S.S handles without Locks of Make “Dorset” Nika series, model No ‘NKORSS’ as per the design approved by the architect for single leaf flush door shutters in toilets, all complete as per the direction of Engineer-in-charge.

Details of cost for eachBased on MKT rates

S.S handles model no. "NKORSS"

Page 117: MANDIR MARG 10c

EXTRA ITEM NO. 35

Materials

10.00 nos. "@ Rs. 250/10 250.00

(ii) C.P Brass Screws 20mm 40.00 nos. "@ Rs. 100/100 40.00

Carriage of material L.S. 0.91 "@ 1.36 1.24

Labour charges

Carpenter Ist Class 0.06 "@ 300.00 18.00

309.24

Add 1% for water charges 3.09

312.33

Add 15% for OH & CP 46.85

359.18

Add 1% for cess 3.59

Cost for 10 nos. 362.77

Cost for each 36.28

Providing and fixing aluminium hooks and eyes (electroplated) transparent or dyed to required colur and shade with necessary screws etc complete. (a) 125mm

Details of cost for 10.00 nos.Based on DAR 2007 Vol-II item No 14.35.4/P-671

(i) Aluminium Hook & Eyes 125 mm

Page 118: MANDIR MARG 10c

EXTRA ITEM NO. 36

Materials

10.00 nos. "@ Rs. 650/10' 650.00

C.P Brass Screws 30mm 80.00 nos. "@ Rs. 100/100' 80.00

Carriage of Material L.S. 2.73 "@ 1.36 3.71

Labour charges

Carpenter Ist class 0.125 "@ 300.00 37.50

771.21

Add 1% for water charges 7.71

778.92

Add 15% for OH & CP 116.84

895.76

Add 1% for cess 8.96

Cost for 10 nos. 904.72

Cost for each 90.47

b) 150x10mm

Materials

10.00 nos. "@ Rs. 600/10' 600.00

CP brass screws 30mm 80.00 nos. "@ Rs. 100/100' 80.00

Carriage of Material L.S. 2.73 "@ 1.36 3.71

Labour charges

Carpenter Ist class 0.08 "@ 300.00 24.00

707.71

Add 1% for water charges 7.08

714.79

Add 15% for OH & CP 107.22

822.01

Add 1% for cess 8.22

Cost for 10 nos. 830.23

Cost for each 83.02

Providing and fixing aluminium tower bolts ISI marked electroplated of approved colour with necessary screws etc.

Details of cost for 10.00 nos.Based on DAR 2007 Vol-I item No 9.97.5/P-401

Aluminium Tower Bolts Electroplated (Barrel type) 200x10mm

Aluminium Tower Bolts Electroplated (Barrel type) 150x10mm

Page 119: MANDIR MARG 10c

Extra Item No.

1.00 set "@ 20462.00 20462.00

VAT "@ 5% 1023.10

Cost of panel 1.00 no. "@ 4000.00 4000.00

VAT "@ 12.5% 500.00

1500.00

27485.10

Add 1% for Water Charges 274.85

27759.95

Add 15% for Contractor's Profit & Overheads 4163.99

31923.94

Add 1% for Labour Cess 319.24

Cost for each 32243.18

Supply, insulation, testing and commissioning of 3.00 HP single phase submersible pump (Vertical) of make KSB complete as per direction of Engineer-In-Charge.

Submersible pump (Vertical) of make KSB 3.00 HP single phase.

Labour charges for lowering

down testing and

commissioning LS

Page 120: MANDIR MARG 10c

Extra Item No. 42

1.00 no. "@ 160.00 160.00

Add 1% for water charges 1.60

161.60

Add 15% for OH & CP 24.24

185.84

Add 1% for cess 1.86

Cost for each 187.70

Providing and fixing dash fastener of make HILTI 8mm dia 200 mm long to fix wooden chaukhats in granite cladding in toilet including the cost of drilling in wooden chaukhats drilling in granite stone 10mm dia fix dash fastener i/c the cost of making wood the hole in chaukhats with fevicol etc. all complete as per the direction of Engineer-in-charge.

Details of cost for eachBased on Mkt Rates

Cost of 1 no. dash fasteners of make "HILTI" including the cost of drilling holes in wooden chaukhats and making good the same, all complete as reqd.

Page 121: MANDIR MARG 10c

Extra Item No. 44

Materials

Crome finish soap dish 1.00 no. "@ 383.00 383.00

VAT "@ 12.5% 47.88

25.00

Labour charges

Labour for fixing LS 50.00

505.88

Add 1% for water charges 5.06

510.94

Add 15% for OH & CP 76.64

587.58

Add 1% for cess 5.88

Cost for each 593.46

Providing and fixing crome finish soap dish of approved quality with PVC rowl plug and screws completeas per the direction of Engineer-In-Charge.

Details of cost for eachBased on Mkt. Rates

Rawl plug, screws, carriage etc. LS

Page 122: MANDIR MARG 10c

EXTRA ITEM NO. 47

Materials

1.05 mtr "@ Rs. 80.00 84.00

VAT "@ 12.5% 10.50

Labour

Labour for fixing in position 1.00 mtr "@" Rs. 30.00 30.00

124.50

Add 1% for Water Charges 1.25

125.75

Add 15% for Contractor's Profit & Overheads 18.86

144.61

Add 1% for Labour Cess 1.45

Cost for 1.00 metre Rs. 146.06

Providing and fixing black P.V.C insulation on hand rail over 50mm wide M.S flat of spiral staircase all complete as per the direction and satisfaction of Engineer-in-charge.

Detail of Cost for 1.00 mtrBased on Market Rate

Cost/Meter including 5% wastage

Page 123: MANDIR MARG 10c

Extra Item No. 56

Materials

1.03 sqm

0.36 sqm

Total 1.39 sqm "@ 591.80 822.60

1.03 sqm "@ 107.60 110.83

933.43

Add 1% for W.C. 9.33

942.76

Add 15% for OH &CP 141.41

1084.18

Add 1% for cess 10.84

Cost for 1.03 sqm 1095.02

Cost for 1.00 sqm 1063.13

Providing and applying sun film of make “LUMER" sample as approved by the Architect and as per the direction of Engineer-in-charge.

Details of cost for 1.03 sqmBased on Mkt Rates

Sun film of make "LUMER" Rs. 55/sqft.

Wastage (as per actural) "@ 35%

Labour for fixing in position including the cost of scaffolding etc. complete. Rs. 10/sqft.

Page 124: MANDIR MARG 10c

Extra Item No. 57

Details of cost for 10.00 nos.

Materials

10.00 nos. "@ 950/10' 950.00

CP screws 25mm 40.00 nos. "@ 100/100' 40.00

Carriage of materials L.S. 2.73 "@ 1.36 3.71

Labour

Carpenter Ist class 0.06 "@ 300.00 18.00

1011.71

Add 1% for water charges 10.12

1021.83

Add 15% for OH & CP 153.27

1175.10

Add 1% for cess 11.75

Cost for 10 nos. 1186.85

Cost for each 118.69

Providing and fixing aluminium handles (American type) electroplated for Aluminium doors including cost of screws etc complete. 200 mm

Aluminium Handle

(Electroplated) 200mm

Page 125: MANDIR MARG 10c

Extra Item No. 62

1.00 no. "@ 35000.00 35000.00

(Cost as per quotation attached)

Fixing charges LS 500.00

35500.00

Add 1% for water charges 355.00

35855.00

Add 15% for OH & CP 5378.25

41233.25

Add 1% for cess 412.33

Cost for 10 nos. 41645.58

Providing and fixing stainless steel plates 16 gauge (SS-304 grade) for inauguration complete as per the direction of Engineer-In-Charge. Size 1200x760mm

Details of cost for eachBased on Mkt. Rates

Stainless steel plates 16 gauge (SS-304 grade) for inauguration of size 1200x760mm

Page 126: MANDIR MARG 10c

Extra Item No. 63

Materials

0.02 cum "@ 35280.00 705.60

Add 12.5% VAT 88.20

2.67 sqm "@ 699.40 1867.40

Add 12.5% VAT 233.43

2.67 sqm "@ 333.56 890.61

Add 12.5% VAT 111.33

2.50 mtr "@ 55.00 137.50

Nails & MS screws L.S. 60.00

Fevicol for pasting laminate 0.75 kg. "@ 155.00 116.25

Al. tower bolt 150mm 2.00 nos. "@ 35.00 70.00

Locking arragements 2.00 nos. "@ 150.00 300.00

Synthetic enamel paint 2.43 sqm "@ 57.70 140.21

Labour charges (As per actual)

Carpenter Ist 3.50 "@ 300.00 1050.00

Beldar 3.50 "@ 203.00 710.50

6481.03

Providing and fixing in position trapdoors in false ceiling made out of 19mm thick approved commercial board and 1.5mm thick approved laminate with Ist class Kail wood frame of size (75mmx38mm) all around to fix the trapdoor including the cost of SS hinges (¾"x½"), aluminium tower bolts, locking arrangemets, fevicol, nails, painting inner surface with approved synthetic enamel paint etc. complete in all respect as per the direction and satisfaction of Engineer-In-Charge.

Details of cost for 1.96x1.24 i.e.= 2.43 sqmBased on Mkt Rates (as per actual at site)

Ist class Kail wood all around the trapdoor2x0.075x0.038x1.96= 0.0112x0.075x0.038x1.24= 0.007 = 0.018add 10% wastage = 0.002Total = 0.020 cum(Rs. 1000/cft.)

19mm thick commercial board of approved make (Merino) 1x1.96x1.24 = 2.43sqmadd 10% wastage = 0.24Total = 2.67sqm(Rs. 65/sqft.)

1.5mm thick laminate of approved make (Marino) 1x1.96x1.24 = 2.43sqmadd 10% wastage = 0.24Total = 2.67sqm(Rs. 31/sqft.)

SS hinges ¾"x½"2x1.24= 2.48mtr, say 2.50mtr

Page 127: MANDIR MARG 10c

Add 1% for water charges 64.81

6545.84

Add 15% for OH & CP 981.88

7527.72

Add 1% for cess 75.28

Cost for 2.43 sqm 7603.00

Cost for 1.00 sqm 3128.81

Page 128: MANDIR MARG 10c

Extra Item No. 68

Materials

64.00 mtr "@ 15.00 960.00

11.50 sqm "@ 886.73 10197.40

0.23 cum "@ 2936.48 660.71

0.02 cum "@ 4696.47 108.02

Labour for fixing

Mason Ist Class 1.90 "@ 300.00 570.00

Coolie 1.40 "@ 203.00 284.20

Bandhani 1.10 "@ 225.00 247.50

Bhishti 0.55 "@ 225.00 123.75

Sundries 26.91 "@ 1.36 36.60

13188.18

Add 1% for Water Charges 131.88

13320.06

Add 15% for Contractor's Profit & Overheads 1998.01

15318.07

Add 1% for Labour Cess 153.18

Cost for 10.00 sqm 15471.25

Cost for 1.00 Sqm 1547.13

Providing and fixing 40mm white sand stone gang saw cut slab in copping on 20 mm thick average cement mortar 1:5 (1 cement: 5 coarse sand) and faints filled with cement mortar 1:2 (1 cement:2 store dust) mixed with stone colour pigment complete as per direction of Engineer-In-charge.

Detail of cost for 10.00 sqmBased on Similar work at Kaka Nagar Barat Ghar

Machine cut in white sand stone

White sand stone gang saw cut 40mm including 15% wastage

Cement mortar 1:5 (1 cement: 5 coarse sand)

Cement mortar 1:2 (1 cement: 2 stone dust)

Page 129: MANDIR MARG 10c

SUB ANALYSIS

Cement Mortar 1:5 (1 cement : 5 coarse sand)

Detail of cost for 1.00 cum

Cement 0.31 tonnes "@ 5100.00 1581.00

Coarse sand 1.07 cum "@ 1058.40 1132.49

Labour

Beldar 0.75 "@ 203.00 152.25

Bhisti 0.07 "@ 225.00 15.75

26.91 "@ 1.36 36.60

Sundries 13.52 "@ 1.36 18.39

Cost for 1.00 cum 2936.48

SUB ANALYSIS

Cement Mortar 1:2 (1 cement : 2 stone dust)

Detail of cost for 1.00 cum

Cement 0.68 tonnes "@ 5100.00 3468.00

Coarse sand 0.95 cum "@ 1058.40 1005.48

Labour

Beldar 0.75 "@ 203.00 152.25

Bhisti 0.07 "@ 225.00 15.75

26.91 "@ 1.36 36.60

Sundries 13.52 "@ 1.36 18.39

Cost for 1.00 cum 4696.47

Hire and Rurring charges of mixer

Hire and Rurring charges of mixer

Page 130: MANDIR MARG 10c

Extra Item No. 67

Materials

1.00 no. "@ 10500.00 10500.00

VAT "@ 12.5% 1312.50

8.00 no. "@ 70.00 560.00

Labour charges

200.00

12572.50

Add 1% for W.C. 125.73

12698.23

Add 15% for OH &CP 1904.73

14602.96

Add 1% for cess 146.03

Cost for each 14748.99

Providing and fixing folding type SS 304 grade grab bars in handicapped toilets as per the direction of Engineer-in-charge.

Details of cost for eachBased on Mkt Rates

Folding type grab bar SS 304 grade

Cost of dash fasteners (HILTI)

Labour for fixing in position LS

Page 131: MANDIR MARG 10c

Additional Item No. 138

Materials

1.00 no. "@ 6025.00 6025.00

VAT "@ 12.5% 753.13

HILTI fasteners 4.00 nos. "@ 70.00 280.00

300.00

7358.13

Add 1% for Water Charges 73.58

7431.71

Add 15% for Contractor's Profit & Overheads 1114.76

8546.47

Add 1% for Labour Cess 85.46

Cost for each 8631.93

Providing and fixing stainless steel Grab bars in handicapped toilets of approved make of size 480x250 mm.

Details of cost for eachBased on Mkt. Rates

Stainless steel Grab bars of size 480x250 mm

Labour charges for fixing of grab bar LS

Page 132: MANDIR MARG 10c

Additional Item No. 73

Details of cost for 1 no.

Materials

1.00 no. "@ 990.00 990.00

Add VAT "@ 12.5% 123.75

Fixing charges LS 50.00

1163.75

Add 1% for Water Charges 11.64

1175.39

Add 15% for Contractor's Profit & Overheads 176.31

1351.70

Add 1% for Labour Cess 13.52

Cost for each 1365.22

Providing and fixing C.P. brass health fosset of approved make complete as per directions of Engineer-In-Charge.

CP brass health fosset "PARKO"

Page 133: MANDIR MARG 10c

Additional Item No. 131

Materials

325.00

Excise duty 8.24% 26.78

CST VAT "@ 12.5% 40.63

Cartage "@ Rs. 16/sqm 16.00

408.41

81.68

0.35 kg. "@ 105.00 36.75

1.00 sqm "@ 35.00 35.00

40.00

601.84

Add 1% for Water Charges 6.02

607.86

Add 15% for Contractor's Profit & Overheads 91.18

699.04

Add 1% for Labour Cess 6.99

Cost for each 706.03

Providing and laying thermo fusible seven layer polymer modified membrane 4kg/square meter multiples hyper the international brand of TEXA, SA or product of integrate of water proofing united (1 WL) in horizontal and vertical surfaces the membrane be laid with the help of gas teach or below lamp over two primer coats of bituminous primer to be laid "@ 200 gm/square meter in the first coat and 150 gm/square in the second coat laying i/c proper over lapping, jointing, ceiling and rounding of corners bit of horizontal and vertical surface etc. complete in all reputes. Providing chicken mush an the top with bottoms with multiples complete as per the direction and satisfaction of Engineer-In-Charge.

Details of cost for 1 sqmBased on Mkt. Rates

Multiples hyper 4 kg./sqm (Justified Rates)

Add 20% for overlap & wastage

Priming coat with bituminous

primer 350 gm/sqm

Chicken mesh 24 gauge, 0.37 kg/sqm

Labour charges including required T&P

Page 134: MANDIR MARG 10c

Extra Item No. 68

1.00 job "@ 26500.00 26500.00

Add 1% for Water Charges 265.00

26765.00

Add 15% for Contractor's Profit & Overheads 4014.75

30779.75

Add 1% for Labour Cess 307.80

Cost for complete 1 job 31087.55

Providing and fixing road signage consisting of the following:- (i) 2 nos. 50mm diameter vertical pipe post stainless steel pipe (SS-304 grade) 16 gauge 3.40 mtr long each. (ii) Outer frame 25mm diameter stainless steel pipe SS-304 grade & internal frame work 25x10mm stainless steel tube SS-304 grade. (iii) Providing, cutting, hoisting and fixing including fabrication of 3mm thick aluminium composite material sheet (ACM) made up of two aluminium sheet of 0.25mm thick each having the distance of 2.50mm filled with rubber polymer confirming to various concerened ASTM standard.(iv) Providing and fixing in position very high bond (VHB) double tape 24mm wide and 2.3mm thick for jointing ACM/Aluminium sheet with SS frame.(v) Supplying and fixing retroreflective sheeting grade IX as per ASTM-D 4956-07 in two layers of approved colour over ACM aluminium sheet. (vi) Cost includes excavation of pit, cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size), cutting, organ welding, polishing, buffing, necessary holes, nuts & bolts, anchor plates, chemical applications, cleaning, to grout the vertical post etc. complete as per the sketch drawing attached and as per the direction & satisfaction of Engineer-In-Charge.

Details of cost for complete 1 jobBased on Mkt. Rates

Cost for complete 1 job as per the details given in nomenclature and as per the drawing attached.