Execution of additional work of Cement Concrete Road, Road Signages, Air Conditioning Work, Main Gate, Side Gate and Highmast lighting at RTC, SSB, S

BILL OF QUANTITY

S.NO DESCRIPTION DSR 2016 Market Rate / NS

1 ADDITIONAL CEMENT CONCRETE ROAD WORKS ₹ 2,22,16,960.40

2 ROAD SIGNAGES WORK ₹ 4,28,110.00

3 AIR CONDITIONING UNITS ₹ 8,46,044.42 ₹ 33,96,954.24

6 HIGH MAST LIGHTING ₹ 25,60,000.00

TOTAL AMOUNT ₹ 3,66,68,794.39

TOTAL AMOUNT ₹ 3,66,68,794.39

Digitally signed by PRIYA

“Execution of additional work of Road, Signages, HVAC Work, Main Gate, Side Gate and Highmast” and "Execution of balanced work for Residential and Non Residential Builidngs" at RTC, SSB in Supaul, Bihar.

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

1 16.3 Supplying and stacking at site

16.3.3 53 mm to 22.4 mm size stone aggregate. Cum 1082.95 1995.97995 2161546.49

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform

thickness, handpicking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to

proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up

interstices of coarse aggregate, watering and compacting to the required density .

Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including

preparation of the surface and rolling.

16.6.1 With road roller/ hand roller Sqm 284.00 20.12 5715.45

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using

cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size

in appropriate proportions as per approved & specified design criteria, providing dowel bars with

sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using

needle and surface vibrators, levelling to required slope/ camber, finishing with required texture,

including steel formwork with sturdy M.S. channel sections, curing, making provision for contraction/

expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep ) by groove cutting machine,

providing and filling joints with approved joint filler and sealants, complete all as per direction of

Engineer-in-charge ( Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid

Note:- Cement content considered in M-30 is @ 340kg/ cum. Excess/ less cement used as per design mix is

payable/ recoverable separately.

Cement concrete manufactured in automatic batching plant ( RMC plant ) i/c transportation to site in

7 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein quintal 568.40 870.67 494890.56

Extra for providing and mixing hardening compound of approved quality as per manufacturer's

specification in cement concrete.

per cm depth per

9 16.45 Providing and fixing in position pre-moulded joint filler in expansion joints cm width per m 1,06,295.00 2.85 302647.38

Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road

10 16.48 marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning -

the surface of all dirt, scales, oil, grease and foreign material etc. complete.

16.48.1 New work (Two or more coats). Sqm 179.40 172.26 30903.09

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 ( 1cement : 3 coarse

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

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

of Engineer-in-charge ( length of finished kerb edging shall be measured for payment). ( Precast C.C. kerb

stone shall be approved by Engineer-in-charge).

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

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars Kg 40,610.63 73.25 2974798.50

Digitally signed by PRIYA

“Execution of additional work of Road, Signages, HVAC Work, Main Gate, Side Gate and Highmast” and "Execution of balanced work for Residential and Non Residential Builidngs" at RTC, SSB in

ROAD SIGNAGE WORK

S.No. MR Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

SS 3D Letters Making, supplying and fixing of stainless steel letters ( hollow type ) of required pattern

and design, using sheet thickness 18 gauge and 304 grade including computer graphics, machine cutting,

buffing and fixing on exterior surface of building with dash hold fasteners of necessary sizes complete in

proper alignment including the cost of polishing/ buffing etc complete as per direction of Engineer-in-

charge. 24''x53 letters Rate RS 220 per running inch including 20% contractor profit as per CPWD norms

Rate can be vary according to change in quantity

2 MR 2 Supply and fixing of 304 grade stainless steel plates, depth of letter engraved to be 0.3 mm 48 x 48'' size

and 2 numbers plates

Digitally signed by PRIYA

S.No. NS ITEM Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

1 Hi Wall Split Unit

Providing, fixing, testing and commissioning of high wall mounted split unit airconditioners with

evaporator with fan with motor, cooling coil, filter, all enclosed in decorative plastic casing, condenser

with hermatically sealed rotary compressor, condenser coil, propeller fan with motor, inter connecting

refrigerant piping, wiring, earthing, cordless remote control, M.S. frame for mounting condensing

unit.(Unit shall be 3 star Rated Latest Model)

Refrigerant Piping

Providing and fixing of copper soft/hard refrigerant piping with UV coating over piping insulation along

(Circuit length) with control cabling and earthing should be insulated with 9 mm thick pipe section of

nitrile rubber.

2 Hi-Wall Split Unit

Supply, installation and testing of UPVC drain piping complete with fittings, U-trap, supports valves and

3 insulate with 9 mm thick Nitrile rubber insulation including all accessories bends and suppotring

arrangement etc, complete as per standards, requirements and drawings.

TOTAL SUB HEAD (I) (Non-DSR) 33,96,954.24

S.No DESCRIPTION UNIT QTY RATE AMOUNT

Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :-

Wiring for light /power plug with 2 x 4 Sq.Mm. FRLS PVC insulated, copper conductor single core

1.12 cable in surface / recessed medium class PVC conduit along with 1 no. 4 Sq.Mm FRLS PVC insulated M 2400.00 217.43 521821.44

copper conductor single core cable for loop earthing as required.

Circuit / Sub main wiring in PVC conduit :-

Wiring for circuit / submain wiring alongwith earth wire with the following sizes of PVC insulated,

2 1.14 copper conductor single core cable in surface/ recessed medium class PVC conduit as required.

Supplying and fixing 20 A, 240 volts, SPN industrial type socket outlet, with 2 pole and earth, metal

enclosed plug top alongwith 20 amps “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess,

with chained metal cover for the socket out let and complete with connections, testing and commissioning

etc.as required.

TOTAL SUB HEAD (II) (DSR'2016) 846044.42 -

Digitally signed by PRIYA

MAIN GATEWAY ( GATE NO 1)

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

1 2.8 Earth work in excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation

trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and

ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil.

2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers

not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50

3 2.27 Supplying and filling in plinth with Jamuna sand underf loors including, watering, ramming

consolidating and dressing complete. Cum 2.23 1,187.75 2,648.69

4 2.28 Surface dressing of the ground including remoivng vegetation and inequalities not exceding 15 cm dep

and disposal of rubbish, lead upto 50m and lift upto 1.5m. - -

2.28.1 All kinds of soil. Sqm 341.54 18.05 6,166.19

5 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and

shuttering- All work upto plinth level : - -

4.1.8 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 12.01 5,795.62 69,605.42

6 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including

attached pilasters, columns, piers, abutments, pillars, posts, struts, butresses, string or lacing courses,

parapets, coping, bedblocks, anchor blocks, plain window sills, fillets, etc. upto floor five level, excluding

the cost of centering, shuttering and finishing: - -

4.2.3 1:2:4 ( 1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 0.85 8,474.03 7,202.93

4.2.5 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum 0.40 7,755.82 3,102.33

7 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 12.5 mm nominal size). Sqm 11.10 340.50 3,779.59

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of

cement as per manufacturer's specification.

9 4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per

square metre on damp proof course after cleaning the surface with brushes and finally with a piece of

cloth lightly soaked in kerosene oil. Sqm 11.10 118.94 1,320.20

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) over 75 mm thick bed of dry brick bal last 40 mm nominal size, well

rammed and consolidated and grouted with fine sand, including finishing the top smooth.

11 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : - -

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 26.94 251.01 6,762.21

12 5.9.3 Suspended floors, roofs, landings, balconie sand access platform Sqm 103.90 546.54 56,785.57

13 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 134.55 443.78 59,710.76

14 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

15 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping

etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every

additional height of 1 metre or part there of ( Plan area to be measured ). - -

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Sqm 304.38 221.96 67,558.75

16 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete upto plinth level. - -

5.22.6 Thermo-Mechanically Treated bars Kg 5,000.17 73.25 3,66,271.05

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

17 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete above plinth level. - -

5.22A.6 Thermo-Mechanically Treated bars Kg 5,999.35 73.25 4,39,462.71

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement

concrete for reinforced cement concrete work, using cement content as per approved design mix,

including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing

and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard

setting of concrete, improve workability without impairing strength and durability as per direction of

Engineer-in-charge. “ (Note:-Cement content considered in this item is @330kg/cum. “Excess/ less

cement used as per design mix is payable/ recoverable separately).

(Note:-Cement content considered in this item is @ 330kg/cum. Excess/less cement used as per design

mix is payable/ recoverable separately).

5.33.1 All works upto plinth level Cum 31.80 8,343.00 2,65,307.26

19 5.33.2 All works above plinth level upto floor V level Cum 43.67 9,383.01 4,09,756.25

20 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation

and plinth in: - -

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 12.63 6,149.59 77,669.26

21 6.4 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 level in all shapes and sizes in : - -

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 18.07 7,225.32 1,30,561.61

22 6.13 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 V level. - -

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 182.09 885.49 1,61,239.17

23 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative type,

core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face veneers on both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 6.30 2,018.63 12,717.36

25 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush

door shutters (over all area of door shutter to be measured). Sqm 6.30 473.48 2,982.94

26 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or

round bars etc. including priming coat with approved steel primer all complete. - -

9.48.1 Fixed to steel windows by welding Kg 150.53 135.44 20,387.49

27 9.96 Providing and fixing aluminium sliding door bolts, ISI 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 : - -

Providing and fixing aluminium tower bolts, ISI 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 :

Providing and fixing aluminium handles, ISI 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 :

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

30 9.101 Providing and fixing aluminium hanging floor door stopper, ISI 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 - -

9.101.2 Twin rubber stopper Each 3.00 49.18 147.54

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm

having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be

moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate

shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be

covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.

32 9.122 Providing and fixing to existing door frames. - -

30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish

made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all

around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam

(PUF)/ Polystyrene foam to be used as

filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P.

laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.

33 9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/

suede finish with high density protective surface layer and reverse side of adhesive bonding quality

conforming to IS : 2046 Type S, including cost of adhesive of

approved quality. - -

34 10.14 Providing and fixing pressed steel door frames confirming to IS:4351 manufactured from commercial

mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle

threshold of mild steel angle of section 50x25 mm, or base ties of 1.25mm pressed mild steel welded or

rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel

butt hinges 2.5 mm thick with mortar guards, lock strike- plate and shock absorbers as specified and

applying a coat of approved steel primer after pretreatment of the surface as directed by Enginer-in-

10.14.2 Profile C - -

10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb RM 69.68 470.51 32,784.89

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 1,800.00 111.24 2,00,225.68

36 10.30 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows,

all complete with : - -

10.30.1 4.0 mm thick glass panes Sqm 13.40 891.77 11,949.70

37 11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-

charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed

with grey cement slurry, including rubbing and polishing complete with : - -

38 11.26 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 1:4 (1 cement :4 coarse sand): - -

39 11.27 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

match the shade of the slabs, including rubbing and polishing complete. Sqm 5.75 1,602.48 9,214.25

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be

specified by the

manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size

as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of

cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,

including pointing in white cement mixed with pigment of matching shade complete.

41 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the

manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory,

Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with

grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment

etc., complete. Sqm 2.70 890.86 2,405.33

42 11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and

shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints

with white cement and matching pigments etc., complete. - -

43 11.46 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 (1 cement: 3 coarse sand), including

grouting the joint with white cement & matching pigments etc. complete. - -

44 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron,

finished with 12 mm 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. Each 7.00 242.79 1,699.54

45 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : - -

46 13.5 15 mm cement plaster on rough side of

single or half brick wall of mix: - -

47 13.16 6 MM CEMENT PLASTER - -

48 13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the

surface even and smooth complete. Sqm 78.02 153.62 11,985.55

49 13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand): -

13.29.3 Raised band cm per metre2,997.00 6.79 20,363.27

50 13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even

New work (two or more coats) over and including water thinnable priming coat with cement primer

51 13.45 Finishing walls with textured exterior paint of required shade : - -

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior

primer applied @ 2.20kg/10 sqm Sqm 429.74 194.97 83,786.94

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

13.47.1 New work (Two or more coats applied @ 1.43 Litres/10 Sq.M over and including base coat of water

proofing cement paint applied @ 2.20 Kg/10 Sq.M. Sqm 58.26 125.28 7,298.73

53 13.61 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an

even shade: - -

13.61.1 Two or more coats on new work Sqm 60.68 101.47 6,156.91

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

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.

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.

16.91.1 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. Sqm 278.49 978.61 2,72,532.91

56 22.7 Providing and laying integral cement based water proofing - -

22.7.1 With average thickness of 120mm and minimum thickness at Sqm 89.72 1,339.04 1,20,139.03

TOTAL- CIVIL WORK- SCHEDULED ITEMS -A A 34,19,596.99

NON-SCHEDULE WORK

Providing & fixing factory made steel glazed / Wire gauged windows and ventilators side hung shutters

of cold rolled formed continuous seam welded tubular "T" shape profiles, made from commercial M.S

sheet conforming to IS:513 of 1973, size of tubular T-profiles, 50x23x1.6 gauge (2.0Kg/prmts). Corners of

window shutters Flash Butt Welded & properly grinded to give clean and smooth surface finish. Shutters

57 NS-1 Fixed to window frame by MS box type hinges 65 mm long, 2 nos. per shutter, having galvanized pin & Kg 148.92 98.00 14,594.16

washer with MS flat 15x3 mm tag welded to wremesh provision shutters with necessary holes screws for

fixing of wire mesh, with MS "D" type handles 1 no. per shutter, 2 nos. MS tower bolts barrel type 150 mm

long x 10 mm dia rod per shutter, 1 no. "I" hook shutter for glazz provision shutters, with a coat of anti

corrosive zinc chromate red oxide primer.

STRUCTURE GLAZING

Supply & fixing of structural glazing for fixed & Openable (upto all floors) at Façade using glazing section

of which mullion & transom to be aluminum grade of 63400 WP and ISI 7733 and ID1258 section size

112x55x2 mm. (SP3584) Electro colour anodized 20 micron or pure polyester powder coated 40 micron of

approved shade and colour using AIS (AsahiIndia)-6 mm thick Toughened single glazed reflective high

performance offline coated AIS (Sunergy-Green) glass or equivalent. having light transmission minimum

56% solar factor maximum 41% External reflection 7%, Internal Reflection 10% and U value of maximum

4.1W/m2. Glass shall be fixed by subframe method on 19x19x2 mm Aluminum Square tube with help of Sqm 5.52 8,375.00 46,230.00

12mmx6mm both side rubber spacer & structural silicon of Dow Corning 995 grade. The Weather/ water

sealing of glass joints shall be done with 10mm wide Dow Corning make weather sealant of grade 789 or

its equivalent. The Mullion of Aluminum structure is to be fastened with R.C.C. Slab/ beam with help of

Powder coated/ Galvanized MS Brackets of 75 mm length with help of M 10x100mm Mechanical

tempered Dash Fasteners. The job Includes all necessary hardware, cleat, Screws, nut washers for fix or

openable glazing etc. Complete job with all material and laubor etc. complete as per directed by Engineer-

59 NS-3 ANTI-TERMITE TREATMENT

Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL Anti-termite treatment and

creating a continous chemical barrier, wall trenches, top surface of plinth filling, along the external

perimeter of building, over the top surface of consolidated earth of which apron is to be laid, Sqm 22.26 459.00 10,217.34

surroundings of pipes and conduits etc. complete as per specification. (Plinth area of the building at

ground floor only shall be measured for payment). Chlorpyriphos Emulsifiable concentrate of 20% with

1% Concentration .i.e. mateiral chlorpyriphos/ lindane etc complete

TOTAL- CIVIL WORK- NON SCHEDULED ITEMS -B B 71,041.50

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

PLUMBING & SANITATION WORK -

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or

S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled

device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including

cutting and making good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests EACH 1.00 4,522.19 4,522.19

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white

PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions

61 17.5 and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other - - -

couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors

wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. EACH 1.00 8,007.73 8,007.73

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste

62 17.7 of standard pattern, including painting of fittings and brackets, cutting and making good the walls - - -

wherever require:

17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. EACH 1.00 2,352.01 2,352.01

63 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. - -

17.28.2 Flexible pipe - - -

64 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. EACH 2.00 37.86 75.71

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete

with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

66 17.35 Providing and fixing soil, waste and vent pipes : - - -

17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. M 15.00 1,116.64 16,749.54

17.35.2.1 Sand cast iron S&S pipe as per IS: 1729. M 15.00 921.73 13,825.94

Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine

sand) in S.C.I./ C.I. Pipes:

68 17.39 Providing and fixing plain bend of required degree. - - -

17.39.1.1 Sand cast iron S&S as per IS - 1729 EACH 5.00 561.29 2,806.47

17.39.2.1 Sand cast iron S&S as per IS -1729 EACH 5.00 283.62 1,418.12

69 17.44 Providing and fixing single equal plain junction of required degree : - -

17.44.1.1 Sand cast iron S&S as per IS - 1729 EACH 5.00 711.62 3,558.08

17.44.2.1 Sand cast iron S&S as per IS - 1729 EACH 4.00 426.44 1,705.76

70 17.48 Providing and fixing single unequal plain junction of required degree : - -

17.48.1.1 Sand cast iron S&S as per IS - 1729 EACH 5.00 591.32 2,956.60

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without

vent arm complete, including cost of cutting and making good the walls and floors :

17.60.1 100 mm inlet and 100 mm outlet - -

17.60.1.2 Sand Cast Iron S&S as per IS: 1729. EACH 8.00 1,098.26 8,786.06

18 Water Supply - - -

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

74 18.8 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

18.8.2 20 mm nominal outer dia .Pipes. M 25.00 368.65 9,216.32

18.8.3 25 mm nominal outer dia .Pipes. M 40.00 431.75 17,269.80

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

cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes &

fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per

direction of Engineer in Charge : External work

18.9.3 25 mm nominal outer dia .Pipes. M 50.00 248.03 12,401.67

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked,

78 18.48 with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow 1 LITRE 1,000.00 9.38 9,382.95

pipes but without fittings and the base support for tank.

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions

etc. complete (The tail pieces, tapers etc if required will be paid separately) :

Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated

aluminium rod with L.P./ H.P.H.D. plastic ball.

18.62.3 25 mm nominal bore, 152 mm long. Weighing not less than 440 gms. EACH 1.00 534.83 534.83

81 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. - -

18.75.3 25mm nominal bore. Weighing not less than 62 gms. EACH 2.00 68.92 137.83

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and

weighing not less than 690 gms

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

conforming to IS:8931

Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved

quality and colour- 15 mm nominal bore with 45 cm length

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry

84 19.4 chamber with water tight C.I. cover with frame of 300 x300 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

19.4.1 100x100 mm size P type - -

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EACH 2.00 2,073.83 4,147.65

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff

85 19.6 mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. - -

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top

slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside

86 19.7 plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of - -

neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal

19.7.3 diameter, total weight of cover and frame to be not less than 208 kg(weight of cover 108 kg and weight of - -

frame 100 kg) :

19.7.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EACH 1.00 29,744.92 29,744.92

87 19.8 Extra for depth for manholes - -

19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 M 8.00 8,866.18 70,929.41

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

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 4.05 6,149.59 24,910.01

15 mm cement plaster on rough side of

single or half brick wall of mix:

TOTAL- PLUMBING & SANITATION WORK- SCHEDULED ITEMS -C C 3,41,959.70

NON SCHEDULE ITEMS

Providing and fixing & painting, uPVC RWP pipes6Kg/cm2 (IS: 4985) including all fittings (plain or door)

e.g. bends, junction, cowls, offsets, access pieces, jointing with rubber ring/solvent cement joints

including required suports&cutting chase or holes in walls floors and making good where required.(for

rain water pipe inside the building)

TOTAL- PLUMBING & SANITATION WORK- NON SCHEDULED ITEMS -D D 7,104.15

ELECTRICAL WORK

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable in surface / recessed medium class PVC conduit, with modular

91 1.10 switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper

conductor single

core cable etc as required.

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core

cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI

box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in

93 1.12 surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper metre 250 258.84 64710

conductor single core cable for loop earthing as required.

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated

copper conductor, single core cable in surface/ recessed medium class PVC conduit as required

1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire metre 100 216.13 21613.14

1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire metre 100 322.26 32225.58

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

95 1.31 including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, each 25 518.97 12974.355

connection etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in FRLSont on surface or in

96 1.32 recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps each 15 640.63 9609.435

modular switch, connection etc. as required.

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including

connection etc as required.

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate

switch box including connections but excluding modular plate etc. as required.

Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding

modular plate as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

100 1.56 including providng and fixing 2 nos. 3 pin 5/6 amps modular socket outlets and 2 nos 5/6 amps modular each 25 753.22 18830.61

switches, connection etc. as required. (For light plugs to be used in non residential buildings).

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker

101 2.10 suitable for inductive load of following poles in the existing MCB DB complete with connections, testing 0.00 0

and commissioning etc. as required.

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Details

of cost for one each

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing

103 5.4 masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. each 3 8044.75 24134.2416

with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode,

104 5.9 including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be meter 75 169.54 12715.515

done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including

105 5.11 connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. meter 50 625.10 31254.93

106 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. meter 50 266.61 13330.26

107 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. meter 94.2 73.7694 6951.106139

TOTAL- ELECTRICAL WORK- SCHEDULED ITEMS -E E 427449.6281

NON SCHEDULE ITEMS

Supplying and fixing Surface mounted 20 watt LED Tube light complete with electronic driver & LED

108 NS-1 directly on ceiling/wall including connection with 1.5 sq.mm FR PVC insulated copper Each 2 701.87 1403.73

conductor cable and earthing the body etc. as required.

Supplying and fixing Surface mounted 12 watt LED downlighter complete with integrated driver & LED

109 NS-2 directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor Each 2.00 1403.46 2806.92736

cable and earthing the body etc. as required.

Supply and installation of ceiling fan of 1200mm sweep including wiring the down rods of

110 NS-3 standard length (up to 30cm) with 1.5sq mm FR PVC insulated copper

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

TOTAL- ELECTRICAL WORK- NON SCHEDULED ITEMS -F F 8880.2

Digitally signed by PRIYA

SIDE GATEWAY (GATE NO 2)

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Earth work in excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation

trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and

ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50m.

2.8.1 All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers

2 2.25 not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 Cum 46.20 162.75 7,518.85

m and lift up to 1.5 m.

Supplying and filling in plinth with Jamuna sand underf loors including, watering, ramming

consolidating and dressing complete.

Surface dressing of the ground including remoivng vegetation and inequalities not exceding 15 cm dep

and disposal of rubbish, lead upto 50m and lift upto 1.5m.

2.28.1 All kinds of soil. Sqm 239.62 18.05 4,326.12

Providing and laying in position cement concrete of specified grade excluding the cost of centering and

shuttering- All work upto plinth level :

4.1.8 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 7.33 5,795.62 42,481.91

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including

attached pilasters, columns, piers, abutments, pillars, posts, struts, butresses, string or lacing courses,

parapets, coping, bedblocks, anchor blocks, plain window sills, fillets, etc. upto floor five level, excluding

the cost of centering, shuttering and finishing:

4.2.3 1:2:4 ( 1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 0.41 8,474.03 3,474.35

4.2.5 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cum 0.31 7,755.82 2,404.30

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 12.5 mm nominal size).

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of

cement as per manufacturer's specification.

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per

9 4.13 square metre on damp proof course after cleaning the surface with brushes and finally with a piece of Sqm 6.23 118.94 740.98

cloth lightly soaked in kerosene oil.

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

10 4.17 aggregate 20 mm nominal size) over 75 mm thick bed of dry brick bal last 40 mm nominal size, well Sqm 22.73 582.84 13,248.02

rammed and consolidated and grouted with fine sand, including finishing the top smooth.

11 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : - -

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 24.61 251.01 6,177.36

12 5.9.3 Suspended floors, roofs, landings, balconie sand access platform Sqm 68.86 546.54 37,634.79

13 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 89.07 443.78 39,527.59

Columns, Pillars, Piers, Abutments, Posts and Struts

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping

15 5.11 etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every - -

additional height of 1 metre or part there of ( Plan area to be measured ).

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Sqm 194.18 221.96 43,099.28

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

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

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars Kg 2,882.56 73.25 2,11,152.48

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

binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars Kg 3,891.58 73.25 2,85,064.93

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement

concrete for reinforced cement concrete work, using cement content as per approved design mix,

including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing

and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard

18 5.33 setting of concrete, improve workability without impairing strength and durability as per direction of - -

Engineer-in-charge. “ (Note:-Cement content considered in this item is @330kg/cum. “Excess/ less

cement used as per design mix is payable/ recoverable separately).

(Note:-Cement content considered in this item is @ 330kg/cum. Excess/less cement used as per design

mix is payable/ recoverable separately).

5.33.1 All works upto plinth level Cum 18.13 8,343.00 1,51,258.51

19 5.33.2 All works above plinth level upto floor V level Cum 28.03 9,383.01 2,63,005.90

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

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 9.69 6,149.59 59,589.48

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 level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 13.42 7,225.32 96,963.85

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 V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 154.62 885.49 1,36,914.72

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

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative type,

24 9.21 core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply - -

veneering with vertical grains or cross bands and face veneers on both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 4.20 2,018.63 8,478.24

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush

door shutters (over all area of door shutter to be measured).

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or

round bars etc. including priming coat with approved steel primer all complete.

9.48.1 Fixed to steel windows by welding Kg 97.20 135.44 13,164.58

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

27 9.96 grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. - -

Providing and fixing aluminium tower bolts, ISI 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 :

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and fixing aluminium handles, ISI 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 :

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not

30 9.101 less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary - -

screws etc. complete

9.101.2 Twin rubber stopper Each 2.00 49.18 98.36

Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm

having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be

31 9.121 moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate RM 5.03 537.74 2,704.83

shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be

covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.

32 9.122 Providing and fixing to existing door frames. - -

30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish

made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all

around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane

foam (PUF)/ Polystyrene foam to be used as

filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P.

laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/

33 9.127 suede finish with high density protective surface layer and reverse side of adhesive bonding quality - -

conforming to IS : 2046 Type S, including cost of adhesive of approved quality.

Providing and fixing pressed steel door frames confirming to IS:4351 manufactured from commercial

mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle

threshold of mild steel angle of section 50x25 mm, or base ties of 1.25mm pressed mild steel welded or

34 10.14 rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel - -

butt hinges 2.5 mm thick with mortar guards, lock strike- plate and shock absorbers as specified and

applying a coat of approved steel primer after pretreatment of the surface as directed by Enginer-in-

10.14.2 Profile C - -

10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb RM 43.98 470.51 20,692.87

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 900.00 111.24 1,00,112.84

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows,

all complete with :

10.30.1 4.0 mm thick glass panes Sqm 5.69 891.77 5,074.16

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-

charge, over 20 mm

(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement

slurry, including rubbing and polishing complete with :

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

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

38 11.26 mixed with pigment to match the shade of the slab including rubbing and polishing complete with base - -

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

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

39 11.27 cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to Sqm 4.71 1,602.48 7,547.67

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

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be

specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green,

40 11.36 black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm Sqm 9.49 963.92 9,147.60

thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per

sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the

manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory,

41 11.37 Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with Sqm 2.70 890.86 2,405.33

grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment

etc., complete.

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

with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and

shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints

with white cement and matching pigments etc., complete.

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 (1 cement: 3 coarse sand), including

grouting the joint with white cement & matching pigments etc. complete.

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron,

finished with 12 mm 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.

15 mm cement plaster on the rough side of

single or half brick wall of mix :

46 13.5 15 mm cement plaster on rough side of single or half brick wall of mix: - -

47 13.16 6 MM CEMENT PLASTER - -

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the

surface even and smooth complete.

49 13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand): -

13.29.3 Raised band cm per metre 2,997.00 6.79 20,363.27

Distempering with oil bound washable distemper of approved brand and manufacture to give an even

13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer Sqm 61.74 121.27 7,487.00

51 13.45 Finishing walls with textured exterior paint of required shade : - -

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior

primer applied @ 2.20kg/10 sqm

52 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade - -

New work (Two or more coats applied @ 1.43 Litres/10 Sq.M over and including base coat of water

proofing cement paint applied @ 2.20 Kg/10 Sq.M.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an

13.61.1 Two or more coats on new work Sqm 32.40 101.47 3,287.48

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.

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

55 16.91 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.

16.91.1 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. Sqm 278.49 978.61 2,72,532.91

56 22.7 Providing and laying integral cement based water proofing - -

22.7.1 With average thickness of 120mm and minimum thickness at Sqm 57.48 1,339.04 76,968.25

TOTAL- CIVIL WORK- SCHEDULED ITEMS -A A 23,38,280.84

Non Schedule Items

Providing & fixing factory made steel glazed / Wire gauged windows and ventilators side hung shutters

of cold rolled formed continuous seam welded tubular "T" shape profiles, made from commercial M.S

sheet conforming to IS:513 of 1973, size of tubular T-profiles, 50x23x1.6 gauge (2.0Kg/prmts). Corners of

window shutters Flash Butt Welded & properly grinded to give clean and smooth surface finish. Shutters

57 NS-1 Fixed to window frame by MS box type hinges 65 mm long, 2 nos. per shutter, having galvanized pin & Kg 118.32 98.00 11595.36

washer with MS flat 15x3 mm tag welded to wremesh provision shutters with necessary holes screws for

fixing of wire mesh, with MS "D" type handles 1 no. per shutter, 2 nos. MS tower bolts barrel type 150

mm long x 10 mm dia rod per shutter, 1 no. "I" hook shutter for glazz provision shutters, with a coat of

anti corrosive zinc chromate red oxide primer.

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

STRUCTURE GLAZING

Supply & fixing of structural glazing for fixed & Openable (upto all floors) at Façade using glazing section

of which mullion & transom to be aluminum grade of 63400 WP and ISI 7733 and ID1258 section size

112x55x2 mm. (SP3584) Electro colour anodized 20 micron or pure polyester powder coated 40 micron of

approved shade and colour using AIS (AsahiIndia)-6 mm thick Toughened single glazed reflective high

performance offline coated AIS (Sunergy-Green) glass or equivalent. having light transmission minimum

56% solar factor maximum 41% External reflection 7%, Internal Reflection 10% and U value of maximum

58 NS-2 4.1W/m2. Glass shall be fixed by subframe method on 19x19x2 mm Aluminum Square tube with help of Sqm 5.52 8375.00 46230.00

12mmx6mm both side rubber spacer & structural silicon of Dow Corning 995 grade. The Weather/ water

sealing of glass joints shall be done with 10mm wide Dow Corning make weather sealant of grade 789 or

its equivalent. The Mullion of Aluminum structure is to be fastened with R.C.C. Slab/ beam with help of

Powder coated/ Galvanized MS Brackets of 75 mm length with help of M 10x100mm Mechanical

tempered Dash Fasteners. The job Includes all necessary hardware, cleat, Screws, nut washers for fix or

openable glazing etc. Complete job with all material and laubor etc. complete as per directed by Engineer-

ANTI-TERMITE TREATMENT

Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL Anti-termite treatment and

creating a continous chemical barrier, wall trenches, top surface of plinth filling, along the external

59 NS-3 perimeter of building, over the top surface of consolidated earth of which apron is to be laid, Sqm 16.83 459.00 7724.97

surroundings of pipes and conduits etc. complete as per specification. (Plinth area of the building at

ground floor only shall be measured for payment). Chlorpyriphos Emulsifiable concentrate of 20% with

1% Concentration .i.e. mateiral chlorpyriphos/ lindane etc complete

TOTAL- CIVIL WORK- NON SCHEDULED ITEMS -B B 65550.33

PLUMBING & SANITATION WORK

17 Sanitary Installations -

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or

S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled

device(handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including

cutting and making good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests EACH 1.00 4,522.19 4,522.19

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white

PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions

60 17.5 and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other - - -

couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors

wherever required :

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. EACH 1.00 8,007.73 8,007.73

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste

61 17.7 of standard pattern, including painting of fittings and brackets, cutting and making good the walls - - -

wherever require:

62 17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. EACH 1.00 2,352.01 2,352.01

63 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. - -

17.28.2 Flexible pipe - - -

64 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. EACH 2.00 37.86 75.71

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete

with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

66 17.35 Providing and fixing soil, waste and vent pipes : - - -

17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. M 5.00 1,116.64 5,583.18

17.35.2.1 Sand cast iron S&S pipe as per IS: 1729. M 5.00 921.73 4,608.65

Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine

sand) in S.C.I./ C.I. Pipes:

68 17.39 Providing and fixing plain bend of required degree. - - -

17.39.1.1 Sand cast iron S&S as per IS - 1729 EACH 5.00 561.29 2,806.47

17.39.2.1 Sand cast iron S&S as per IS -1729 EACH 5.00 283.62 1,418.12

69 17.44 Providing and fixing single equal plain junction of required degree : - -

17.44.1.1 Sand cast iron S&S as per IS - 1729 EACH 5.00 711.62 3,558.08

17.44.2.1 Sand cast iron S&S as per IS - 1729 EACH 4.00 426.44 1,705.76

70 17.48 Providing and fixing single unequal plain junction of required degree : - -

17.48.1.1 Sand cast iron S&S as per IS - 1729 EACH 5.00 591.32 2,956.60

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of

Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without

vent arm complete, including cost of cutting and making good the walls and floors :

17.60.1 100 mm inlet and 100 mm outlet - -

17.60.1.2 Sand Cast Iron S&S as per IS: 1729. EACH 2.00 1,098.26 2,196.52

18 Water Supply - - -

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

18.8.2 20 mm nominal outer dia .Pipes. M 10.00 368.65 3,686.53

18.8.3 25 mm nominal outer dia .Pipes. M 15.00 431.75 6,476.18

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

cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes &

fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per

direction of Engineer in Charge : External work

18.9.3 25 mm nominal outer dia .Pipes. M 10.00 248.03 2,480.33

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked,

78 18.48 with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow 1 LITRE 1,000.00 9.38 9,382.95

pipes but without fittings and the base support for tank.

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions

etc. complete (The tail pieces, tapers etc if required will be paid separately) :

Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated

aluminium rod with L.P./ H.P.H.D. plastic ball.

18.62.3 25 mm nominal bore, 152 mm long. Weighing not less than 440 gms. EACH 1.00 534.83 534.83

81 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. - -

18.75.3 25mm nominal bore. Weighing not less than 62 gms. EACH 2.00 68.92 137.83

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and

weighing not less than 690 gms

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

conforming to IS:8931

Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved

quality and colour- 15 mm nominal bore with 45 cm length

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry

85 19.4 chamber with water tight C.I. cover with frame of 300 x300 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

19.4.1 100x100 mm size P type - -

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EACH 2.00 2,073.83 4,147.65

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff

86 19.6 mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. - -

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top

slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside

87 19.7 plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of - -

neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal

19.7.3 diameter, total weight of cover and frame to be not less than 208 kg(weight of cover 108 kg and weight of - -

frame 100 kg) :

19.7.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EACH 1.00 29,744.92 29,744.92

88 19.8 Extra for depth for manholes - -

19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 M 4.00 8,866.18 35,464.70

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

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 4.23 6,149.59 26,036.51

15 mm cement plaster on rough side of

single or half brick wall of mix:

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

TOTAL- PLUMBING & SANITATION WORK- SCHEDULED ITEMS -C C 2,33,828.09

NON SCHEDULE ITEMS

Submerible Pumps:

Providing and fixing & painting, uPVC RWP pipes6Kg/cm2 (IS: 4985) including all fittings (plain or

door) e.g. bends, junction, cowls, offsets, access pieces, jointing with rubber ring/solvent cement joints

including required suports&cutting chase or holes in walls floors and making good where required.(for

rain water pipe inside the building)

TOTAL- PLUMBING & SANITATION WORK- NON SCHEDULED ITEMS -D - D 6,555.03

ELECTRICAL WORK

SUB HEAD-I: WIRING & SUBMAIN

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable in surface / recessed medium class PVC conduit, with modular

92 1.10 switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper

conductor single

core cable etc as required.

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core

cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI

box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in

94 1.12 surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper metre 150 258.84 38826

conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated

copper conductor, single core cable in surface/ recessed medium class PVC conduit as required

1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire metre 50 216.13 10806.57

1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire metre 50 322.26 16112.79

1.14.10 0 4 X 10 sq. mm + 2 X 6 sq. mm earth wire metre 75 702.75 52706.295

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

96 1.31 including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, each 25 518.97 12974.355

connection etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in FRLSont on surface or in

97 1.32 recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps each 15 640.63 9609.435

modular switch, connection etc. as required.

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including

connection etc as required.

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate

switch box including connections but excluding modular plate etc. as required.

Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding

modular plate as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,

101 1.56 including providng and fixing 2 nos. 3 pin 5/6 amps modular socket outlets and 2 nos 5/6 amps modular each 25 753.22 18830.61

switches, connection etc. as required. (For light plugs to be used in non residential buildings).

Digitally signed by PRIYA

S.No. DSR 2016 Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker

102 2.10 suitable for inductive load of following poles in the existing MCB DB complete with connections, testing 0.00 0

and commissioning etc. as required.

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Details

of cost for one each

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing

104 5.4 masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. each 3 8044.75 24134.2416

with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode,

105 5.9 including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be meter 50 169.54 8477.01

done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including

106 5.11 connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. meter 40 625.10 25003.944

107 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. meter 40 266.61 10664.208

108 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. meter 50 73.7694 3697.912483

TOTAL- ELECTRICAL WORK- SCHEDULED ITEMS -E E 292285.0995

109 NS-1 Supplying and fixing led bulb with holder of 9watt led Each 2 358.67 717.33

Supplying and fixing Surface mounted 12 watt LED downlighter complete with integrated driver & LED

110 NS-2 directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor Each 2.00 1403.46 2806.93

cable and earthing the body etc. as required.

Supply and installation of ceiling fan of 1200mm sweep including wiring the down rods of

111 NS-3 standard length (up to 30cm) with 1.5sq mm FR PVC insulated copper

TOTAL- ELECTRICAL WORK- NON SCHEDULED ITEMS -F F 8193.79

Digitally signed by PRIYA

20 m HIGH MAST LIGHTING

S.No. MR Description Unit Qty. DSR Rate DSR Amount NDSR Rate NDSR Amount

Supplying & erection of 20 meter high mast in two section hot dip galvanize with raising lowering

system, including other accessories as galvanize luminaries carriage with 10 Nos arms suitable to install

the luminaries in symmetrical arrangement, head frame, double drum winch, 6mm dia ss wire rope,

trailing cable, connector, integral power tool motor manual handle, junction box, lightning finial, Twin

dome aviation obstrucion light, foundation bolt made of special speed steel red oxide coated along with

nuts, washer, template and anchor plate, non integral flood light luminaries 160-250 WLED (As per Dilux

calulation), 10 Nos, along with control gear box, Outdoor stand mounted feeder pillar control panel with

63 ATPN incomer, single dial time switch, 45 ATP contractor for automatic switching of luminaies, power

tool control, for systematic operation of mast, GI pipe earthing 2 No and proper connection with 25x3 mm

GI strip to high mast earth terminal and feeder pillar including providing foundation with M20 grade

concrete for high mast considering the safe soil bearing capacity as per site and design testing

commissioning of high mastlighing system, wires, cables etc as required at site.

Supply and laying of ISI marked aluminium conductor XLPE insulated cable as per IS 7098, armoured,

served, sheathed 1100 volts grade.

35 sqmm 3 1/2 core

Digitally signed by PRIYA