Supply Installation Testing Commissioning of 2x990 KVA 11KV Unitized Substation at Nauroji Nagar New Delhi 110029

2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement

concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/

Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate I retard setting of concrete,to improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of

Note:Extra cement up to 10% ofthe minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than 110% of the minimum specified cement

content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

All works upto plinth level

2.1.1 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) cum 59.00 8854.50 5,22,415.00

2.2 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill)

derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted

with fine sand, including necessary excavation,levelling & dressing & finishing the top smooth.

Sub Total Carried over to Summary 5,37,434.00 -

3.00 SUB-HEAD : III : REINFORCEMENT CEMENT CONCRETE :-

3.1 Centring and shuttering including strutting,propping etc. and removal of form for:

a) Foundation ,footing,bases of columns ,etc. for mass concrete. sqm 200 393.0088085 78,602.00

b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc sqm 10 844.345075 8,443.00

c) Suspended floors,roofs,landings,balconies and access platform. sqm 100 929.28 92,928.00

d) Lintels, beams, plinth beams, girders, bressuners and cantilevers. sqm 85 738.01 62,731.00

e) Columns,Pillars,Piers,Abutments,Posts and struts. sqm 120 963.405247 1,15,609.00

g) Edges of slab and breaks in floors and walls

Under 20cm wide. metre 10 209.01 2,090.00

h) Weather shade,chajjas,corbels etc., including edges. sqm 5 953.182909 4,766.00

3.2 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete

work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including

the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement:1.5 cum 3 10609.08312 31,827.00

coarse sand(zone-111) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived

from natural sources).

3.3 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and

binding all complete upto plinth level.

a) Upto plinth Level

Digitally signed by RAJ

Non DSR Non DSR

SL. NO. ITEM DESCRIPTIONS UNIT QTY. DSR RATE (Rs.) RATE AMOUNT

Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 2960.00 108.09 3,19,935.00

3.4 Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and

binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 3200.00 108.09 3,45,876.00

3.5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS:

9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing

strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the

following grades of concrete.:

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than 110% ofthe specified minimum cement

content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

a) All works upto plinth level : Concrete of M25 grade with minimum cement content of 330 kg /cum cum 37 9525.57 3,52,446.00

b) All works above plinth level upto floor V level : Concrete of M25 grade with minimum cement content

Sub Total Carried over to Summary 15,73,365.00 -

4.00 SUB-HEAD : IV : BRICK WORK :-

4.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and

a) Cement mortar 1:6 (1 cement : 6 coarse sand) cum 39.00 7147.87 2,78,767.00

4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above plinth level up to floor V levelin

all shapes and sizes in:

Cement mortar 1:4 (1 cement : 4 coarse sand) cum 37.00 9364.814127 3,46,498.00

4.3 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor

Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 35.00 1126.26 39,419.00

4.4 Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars at every third course of half brick

masonry. 35.00

Sub Total Carried over to Summary 6,68,360.00 -

5.00 SUB-HEAD: V: MARBLE WORK:-

5.1 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut

for kitchen platforms, vanity counters, window sills, facias, seats and similar locations of required size,

approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse

sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing,

curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

Polished Granite stone slab

a) Area of slab upto 0.50sqm. sqm 6.00 3422.28 20,534.00

5.2 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform,

vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps

etc. including moulding, rubbing and polishing of cut edges etc. complete. each 3.00 980.84 2,943.00

Sub Total Carried over to Summary 23,477.00 -

6.00 SUB-HEAD: VI: WOOD WORK:-

6.1 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid

door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K

value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat

husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum

frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum

compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of

Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and

fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per

direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).

Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of

profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra

payment on this account shall be made.

6.2 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia

double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia

polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction

of Engineer-in-charge.

6.3 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door

shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum

toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of

1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850

N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof,

water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with

necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-

Digitally signed by RAJ

Non DSR Non DSR

SL. NO. ITEM DESCRIPTIONS UNIT QTY. DSR RATE (Rs.) RATE AMOUNT

6.3 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured) sqm 8 106.933673 855.00

6.4 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded)

(overall area of door shutter to be measured):

Rectangular or square sqm 2 199.5861385 399.00

6.5 Providing and fixing aluminium sliding door bolts, lSI marked anodised (anodic coating not less than grade

AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc.complete

6.6 Providing and fixing aluminium pull bolt lock, lSI marked, anodised (anodic coating not less than gradeAC

10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and

washers etc. complete. each 9 101.020752 909.00

6.10 Providing and fixing aluminium tower bolts, lSImarked, anodised (anodic coating not less than grade AC 10

as per IS :1868 ) transparent or dyed to required colour or shade,with necessary screws etc. complete :

6.11 Providing and fixing aluminium handles, lSI marked, anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour or shade,with necessary screws etc. complete.

6.12 Providing and fixing aluminium hanging floor door stopper, lSI marked, anodised (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws

a) Twin rubber stopper each 10 72.51 725.00

6.13 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer of

approved (having brand logo with IS : 3564, embossed on the body, door weight upto 80 kg , with double each 10 985.30 9,853.00

speed adjustment with necessary accessories and screws etc. complete.

Sub Total Carried over to Summary 84,127.00 -

7.00 SUB-HEAD: VII : STEEL WORK :-

7.1 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including

cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Sub Total Carried over to Summary 9,16,511.00 -

8.00 SUB-HEAD:VIII : FLOORING:-

8.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a

floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.

40 mm thick with 20 mm nominal size stone aggregate sqm 10.00 615.55 6,155.00

8.2 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry

mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of sqm 35.00 1952.516668 68,338.00

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

8.3 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick

cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to sqm 6.00 2359.86 14,159.00

match the shade of the slabs, including rubbing and polishing complete.

8.4 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in

all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey

cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc.The

tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles

gently and easily.

a) Glazed Vitrified tile polished/ matt finish of size - Size of Tile 600x600 mm sqm 78.00 1506.041023 1,17,471.00

8.5 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water

absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in

skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with

grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc.

8.6 Grouting the joints of flooring tiles having joints of 3 mm width using spacers, using epoxy grout mix of

0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including

filling / grouting and finishing complete as per direction of Engineer-in-charge.

Sub Total Carried over to Summary 3,35,168.00 -

9.00 SUB-HEAD: IX: ROOFING :-

9.1 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1: 2 :4 (1 cement:2

coarse sand:4 graded stone aggregate of 20mm nominal size) overP.V.C. sheet 1mx 1mx 400

micron,finished with 12mm cement plaster 1;3 (1 cement: 3 coarse sand) and a coat of neat

cement,rounding the edges and making and finishing the outlet complete

Digitally signed by RAJ

Non DSR Non DSR

SL. NO. ITEM DESCRIPTIONS UNIT QTY. DSR RATE (Rs.) RATE AMOUNT

9.2 Providing and fixing false ceiling at all heights including providing and fixing of frame work made of

special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both

side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with

flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fiXed to the ceiling with dash

fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of

25x1Ox0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed

with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to

which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having

lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.l. intermediate

channelwith connecting clips made out of 2.64 mm dia x 230 mm long G.l. wire at every junction, including

fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fiXed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long

dry wall screws@ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter

channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c:Jc, including jointing and

finishing to a flush finish of tapered and square edges of the board with recommended jointing compound ,

jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and

two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of

making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the

cost of painting with :

a) 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS

certification marks) sqm 95.00 1355.80 1,28,801.00

9.3 Roof sheeting

Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy

IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with

characteristics of good formability and corrosion resistance. Theprofile sheets shall be fixed to truss

members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel

screws M6, 50 mm long with 3 mm EPDM seal washer, required accessories etc. all inclusive of labour,

scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of

truss/frame work shall be paid separately of relavant items).

a) 0.91 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm,

overall profile width1092 mm, cover width 1000mm. sqm 114.00 1801.69 2,05,392.00

Sub Total Carried over to Summary 3,35,986.00 -

10.00 SUB-HEAD: X : FINISHING:-

10.1 12 mm cement plaster of mix :

10.2 15 mm cement plaster on the rough side of single or half brick wall of mix :

10.3 15 mm cement plaster on the rough side of single or half brick wall of mix :

10.4 6 mm cement plaster of mix

10.5 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50

grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to

achieve even shade and colour.

10.6 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete

10.7 Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatie

Organic Compound) content with water thinnable cement primer on wall surface having VOC content less sqm 851 74.1119505 63,069.00

than 50grames/ litre.

10.8 Painting with synthetic enamel paint ,having VOC (Volatile Organic Compound) content less than 150

gms/litre,of approved brand and manufacture,including applying additional coats wherever required to

achieve even shade and colour.

Two or more coats sqm 110 226.7454875 24,942.00

10.9 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand)

and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.

10.10 Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Pattern

with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04

kg/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove

loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior

paint with Silicone additives of required shade by two or more coats @ 1.43 litre/10 sqm, complete as the

direction of Engineer -in-Charge.

Sub Total Carried over to Summary 10,65,340.00 -

11.00 SUB-HEAD: XI: EXTERNAL WORK :-

Digitally signed by RAJ

Non DSR Non DSR

SL. NO. ITEM DESCRIPTIONS UNIT QTY. DSR RATE (Rs.) RATE AMOUNT

11.1 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park &

lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table

vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of

course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding

layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver

blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per

manufacturer's specifications & direction of Engineer in-Charge.

a) 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.

11.2 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in

position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),

including making joints with or without grooves (thickness of joints except at sharp curve shall not to more

than 5 mm), including making drainage opening wherever required complete etc. as per direction of

Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Sub Total Carried over to Summary 53,097.00 -

12.00 SUB-HEAD: XII: WATERPROOFING WORKS :-

12.1 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 10 8059.91 80,599.00

12.2 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the

RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage &

water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5

parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline

slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the

help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e

by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048

and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-

healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification

and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years

against any leakage.

For vertical surface two coats @ 0.70 kg per sqm per coat sqm 40 473.94 18,957.43

For horizontal surface one coat @1.10 kg per sqm. sqm 50 363.59 18,179.73

Sub Total Carried over to Summary 1,17,736.15 -

13.00 SUB-HEAD: XIII: ALUMINUM WORKS :-

13.1 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 conforming to IS:

733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners

including necessary filling up of 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 mechanically wherever

required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel

screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and

panelling to be paid for separately).

a) For Fixed Portion.

Polyester powder coated aluminium (minimum Polyester powder coating 50 micron) Kg 65.00 541.03 35,167.00

Digitally signed by RAJ

Non DSR Non DSR

SL. NO. ITEM DESCRIPTIONS UNIT QTY. DSR RATE (Rs.) RATE AMOUNT

b) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making

provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket

required (Fittings shall be paid for separately)

Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) Kg 135.00 644.86 87,056.00

13.2 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded

built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash

fastener of required dia and size (Dash fastener to be paid for separately). Kg 20 403.68 8,074.00

13.3 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather

silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-

in-charge complete.

Upto 5mm depth and 5 mm width Rmt 105 148.42 15,585.00

13.4 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM

rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-

charge . (Cost of aluminium snap beading shall be paid in basic item):

With toughned float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) sqm 23 1689.09 38,849.00

13.5 Providing and fixing aluminium handles, lSI marked, anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour or shade,with necessary screws etc. complete : 125

13.6 Providing and fixing aluminium casement stays, lSI marked, anodised (anodic coating not less than

grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade,with necessary screws etc.

complete. each 12 71.656585 860.00

13.7 Providing and fixing aluminium tower bolts, lSImarked, anodised (anodic coating not less than grade AC 10

as per IS :1868 ) transparent or dyed to required colour or shade,with necessary screws etc. complete :

Sub Total Carried over to Summary 1,88,110.00 -

14.00 SUB-HEAD: XIV: PLUMBING WORKS :-

14.1 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved

shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre

(adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete with all

14.2 Providing and fixing toilet paper holder. ( Model No. K-97503T-CP from Kohler or Equivalent ) each 2 805.46 1,611.00

14.3 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of

Engineerin-charge.( Model No. K-7314IN-CP from Kohler or Equivalent ) each 4 1037.07 4,148.00

14.13 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality

and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer. each 2 6955.95 13,912.00

14.4 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

15 mm nominal bore each 2 354.02 708.00

14.5 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with

concealed fitting Arrangements, weighing not less than 106 gms each 2 111.6940755 223.00

14.6 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to

15mm nominal bore each 10 575.56 5,756.00

Providing and fixing Stainless Steel A ISI 304 kitchen sink as per IS:13983 with C.I. brackets and stainless steel

plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

Kitchen sink with drain board (Size 1040 x 510 mm bowl depth 250 mm) each 1 6960.81 6,961.00

14.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes

jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the

same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting

chases and making good the walls etc.

a) 15 mm dia nominal bore metre 40 498.89 19,956.00

b) 20 mm dia nominal bore metre 25 538.78 13,469.00

14.10 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

20 mm nominal bore metre 2 541.13 1,082.00

14.11 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4

coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per

standard design:

With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 each 2 5970.95 11,942.00

14.12 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover

and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings per lite 2000 11.02 22,048.00

and the base support for tank.

Digitally signed by RAJ

Non DSR Non DSR

SL. NO. ITEM DESCRIPTIONS UNIT QTY. DSR RATE (Rs.) RATE AMOUNT

14.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including

cutting and threading the pipe etc. complete

25 to 40 mm nominal bore each 1 913.90 914.00

14.14 Providing and fixing UPVC rain water pipes of 6 kg./cm conforming to IS: 4985 including all fittings with or without

access door i.e bends, junctions, cowls, offsets, etc., and jointing with solvent cement and excavation, refilling and 775

disposal of surplus earth, including cutting holes in walls and floors, wherever required and making good the same,

complete as directed by the Engineer-in-Charge. metre 8 6,200.00

14.15 Making connection of drain or sewer line with existing manhole including 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 : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar

1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the

drain etc. complete :

For pipes 100 to 250 mm diameter each 1 812.22 812.00

The fees for the liasioning inspection and approval of the drawing and installation from electrical inspector

and local authority etc. complete as required for satifactory function of the installation of 2x990 KVA, 5,00,000.00

Sub Total Carried over to Summary 1,33,606.00 5,06,200.00

TOTAL ESTIMATED COST 94,67,261.17 2,44,74,001.00

TOTAL ESTIMATED COST (DSR + NON-DSR) 3,39,41,262.17

Digitally signed by RAJ