Construction of New Bus Terminal at Mathalput, Damanjodi, Koraput

ABSTRACT OF COST

Description on item SCHEDULE + NON

No. SCHEDULE NON SCHEDULE

1 Cost of Main Building 135.93 6.75 142.68

2 Cost of Bus Boarding Platform Shed -

2.1 Bus Boarding Platform Shed 27.97 91.36 119.33

2.2 Boarding Platform & Bus Bay 15.73 15.73

2.3 Cost of Bus Boarding Platform Shed Eelectrical Work 1.99 2.29 4.28

3 Cost of Development Work 166.97 38.51 205.48

Digitally signed by JAYA

D-Idea Architects

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT

MATHALPUT UNDER NALCO

[ ABSTRACT OF COST MAIN BUILDING. ]

Based on C.P.W.D. DSR-2023

DSR-2023 DSR-2025

S.No. DESCRIPTION OF ITEMS MR AMOUNT

1 COST OF MAIN BUILDING

1.4 FIRE FIGHTING WORK - 57,132.00

Say in Lacs 135.93 - 6.75

Digitally signed by JAYA

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

ABSTRACT OF COST

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

1 .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 1.5 m,

including getting out the excavated soil and disposal of surplus excavated soil

as directed, within a lead of 50 m. All kinds of soil.

2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20cm in depth,consolidating each

deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

3 Extra for every additional lift of 1.5 m or part thereof in excavation / banking

2.26 excavated or stacked materials.All kinds of soil CUM 7.06 126.80 895.21

4 Supplying and filling in plinth with sand under floors, including watering,

2.27 ramming,consolidating and dressing complete. CUM 24.51 2123.75 52,053.11

5 Excavating, supplying and filling of local earth (including royalty) by mechanical

transport upto a lead of 5km also including ramming and watering of the earth

in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.

B Concrete Work -

6 Providing and laying in position cement concrete of specified grade excluding

the cost of centering and shuttering - All work up to plinth level :1:4:8 (1

cement : 4 coarse sand (zoneIII)derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

7 Providing and laying damp-proof course 40mm thick with cement concrete

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 12.5mm nominal size derived from natural sources)

8 Extra for providing and mixing water proofing material in cement concrete work

in doses by weight of cement as per manufacturer's specification. per 50kg

9 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of

approved quality using 1.7kg per square metre on damp proof course after

cleaning the surface with brushes and finally with a piece of cloth lightly soaked

4.13 in kerosene oil. SQM 22.18 146.15 3,241.61

10 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3

coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural sources) over 75mm 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.

11 Brick edging in full brick width and half brick depth including excavation, refilling

and disposal of surplus earth lead upto 50 metres.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

12 Analysis Brick Drain along Plinth Protection (Size 150X150 MM ) RM 82.50 2173.57 1,79,319.53

C Reinforced Cement Concrete -

13 Centering and shuttering including strutting, propping etc. and removal of form

5.9 for all heights : -

(a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. SQM 14.68 392.15 5,756.76

(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string

(c) Suspended floors, roofs, landings, balconies and access platform with water

(d) Lintels, beams, plinth beams, girders, bressumers and cantilevers with water

(e) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. SQM 271.11 961.30 2,60,618.04

(f) 5.9.16.1 Edges of slabs and breaks in floors and walls Under 20 cm wide. SQM 130.88 208.55 27,295.02

14 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering

complete as per the direction of Engineer-in-charge. 20 mm dia.& 225 mm

15 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

thereof (plan area to be measured).

Suspended floors, roofs, landings, beams and balconies (Plan area to be

16 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level. Thermo-

5.22.6 Mechanically Treated bars of grade Fe-500D or more. QTL. 92.64 10785.00 9,99,122.40

17 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete above plinth level. Thermo-

5.22.A.6 Mechanically Treated bars of grade Fe-500 D or more. QTL. 174.04 10785.00 18,77,021.40

18 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.

19 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 / Ordinary Portland

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

to accelerate / 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% of the specified minimum cement content, the contractor

shall have discretion to either re-design the mix

or bear the cost of extra cement.

(A) 5.33.1 All works upto plinth level -

(I) Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.1.1 (b) R.C.C. work in Plinth Beams CUM 18.15 9504.75 1,72,511.21

(II) concrete of m30 grade with minimum cement content of 350 kg /cum

5.33.1.2 (d) R.C.C. work in Columns CUM 5.79 9655.70 55,906.50

(B) 5.33.2 All works above plinth level upto floor V level -

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

Concrete of M25 grade with minimum cement content of 330 kg /cum

(II) concrete of m30 grade with minimum cement content of 350 kg /cum

5.33.2.2 (e) R.C.C. WATER TANK WALLS CUM 8.23 10011.35 82,393.41

5.33.2.2 (g) R.C.C. WATER TANK BEAMS CUM 3.56 10011.35 35,640.41

D Masonry Work -

20 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.Cement

6.13.2 mortar 1:4 (1 cement :4 coarse sand) Sqm 32.92 1123.80 36,995.50

21 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every

6.15 third course of half brick masonry. SQM 32.92 104.80 3,450.02

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

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

designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6

E Cladding Work -

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

and prepolished, machine cut for kitchen platforms, vanity counters, window

sills , facias 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.

8.2.2 Granite stone slab of colour black, Cherry/Ruby red -

26 Providing edge moulding to 18mm thick marble stone counters, Vanities etc.

including machine polishing to edge to give high gloss finish etc. complete as

per design approved by Engineer-in-Charge. -

27 Extra for fixing marble /granite stone over and above corresponding basic item,

in facia and drops of width upto 150 mm with epoxy resin based adhesive

8.4 including cleaning etc. complete. RM 6.94 568.55 3,945.74

28 Extra for providing opening of required size & shape for wash basins/ kitchen

sink in kitchen platform, vanity counters 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.

29 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. MINMUM SIZE OF TILE 300 MM X450

30 Designing, fabricating, testing, installing and fixing in position Curtain Wall with

Aluminium Composite Panel Cladding, with open grooves for linear as well as

curvilinear portions of the building , for all heights and all levels etc. including:

(a) Structural analysis & design and preparation of shop drawings for pressure

equalisation or rain screen principle as required, proper drainage of water to

make it watertight including checking of all the structural and functional design.

(b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved shades

made out of 4mm thick aluminium composite panel material consisting of 3mm

thick FR grade mineral core sandwiched between two Aluminium sheets (each

0.5mm thick). The aluminium composite

panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /

Lumiflon based fluoropolymer resin coating of approved colour and shade on

face # 1 and polymer (Service) coating on face # 2 as specified using stainless

steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods

(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS

316, Nylon separators to prevent bi-metallic contacts all complete required to

perform as per specification and drawing The item includes cost of all material

& labour component, the cost of all mock ups at site, cost of all samples of the

individual components for testing in an approved laboratory, field tests on the

assembled working curtain wall with aluminium composite panel cladding,

cleaning and protection of the curtain wall with aluminium composite panel

cladding till the handing over of the building for occupation. Base frame work

for ACP cladding is payable under the relevant aluminium item.s The Contractor

shall provide curtain wall with aluminium composite panel cladding,

having all the performance characteristics all complete , as per the Architectural

drawings, as per item description, as specified, as per the approved shop

drawings and as directed by the Engineer-in-Charge. However, for the purpose

of payment, only the actual area on the

external face of the curtain wall with Aluminum Composite Panel Cladding

(including width of groove) shall be measured in sqm. up to two decimal places.

F Wood and PVC Work -

31 Providing wood work in frames of doors, windows, clerestory windows and

other frames, wrought framed and fixed in position with hold fast lugs or with

dash fasteners of required dia & length (hold fast lugs or dash fastener shall be

paid for separately).

9.1.1 Second class teak wood CUM 0.69 142949.70 98,635.29

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

32 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:

35 mm thick including ISI marked Stainless Steel butt hinges with necessary

33 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

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

35 Extra for cutting rebate in flush door shutters (Total area of the shutter to be

Providing and fixing wooden moulded beading to door and window frames with

iron screws, plugs and priming coat on unexposed surface etc. complete :

2nd class teak wood

37 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 or shade with necessary screws etc. complete. Twin rubber

WPC DOOR FRAME & SHUTTERS FOR TOILETS -

38 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 5mm 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. Frame size 65 x 100 mm

39 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- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall

be paid separately) 35

40 Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with

10 mm diameter bolts, nuts and wooden plugs and embedding in cement

concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6

graded stone aggregate 20mm nominal size).

41 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy

weight) with stainless steel screws etc. complete : 125x64x2.50 mm

42 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. 1.0 mm thick

43 Providing and fixing bright /matt finished Stainless Steel handles of approved

quality & make with necessary screws etc all complete. (a) 125 mm.

44 Providing & fixing Stainless steel 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. (a) 250mm x

45 Providing and fixing stainless steel towerbolts (barrel type) with necessary

screws etc. complete.

46 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. In gratings, frames,

guard bar, ladder, railings, brackets, gates and similar works

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

windows, clerestory windows, all complete with : 5.5 mm thick glass panes.

48 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg

per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than

10 kg per sqm) in doors, windows and clerestory window shutters. (Area of

opening for glass panes excluding portion inside rebate shall be measured).

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

49 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,

channels, plates etc., including welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with necessary stainless

steel nuts and bolts complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of required size, on the

top of the floor or the side of waist slab with suitable arrangement as per

approval of Engineer-in-charge.

50 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm

angle iron and 3mm M.S. gusset plates at the junctions and corners, all

necessary fittings complete, including applying a priming coat of approved steel

primer. Using M.S. angels 40x40x6 mm for

10.5.1 diagonal braces SQM 2.10 5804.35 12,189.14

ROLLING SHUTTER -

51 Supplying and fixing rolling shutters of approved make, made of required size

M.S. laths,interlocked together through their entire length and jointed together at

the end by end locks,mounted on specially designed pipe shaft with brackets,

side guides and arrangements

for inside and outside locking with push and pull operation complete, including

the cost of providing and fixing necessary 27.5 cm long wire springs

manufactured from high tensile steel wire of adequate strength conforming to

IS: 4454 - part 1 and M.S. top cover of required

thickness for rolling shutters. 80x1.25 mm

M.S. laths with 1.25 mm thick top cover

52 10.7 Providing and fixing ball bearing for rolling shutters. SQM 20.00 492.35 9,847.00

53 Extra for providing mechanical device chain and crank operation for operating

rolling shutters.

10.8 Exceeding 10.00 sqm and upto 16.80 sqm in the area SQM 51.12 1281.35 65,502.61

54 Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S.

bar instead of laths as per design approved by Engineer-in- charge, (area of

10.9 grill to be measured). SQM 7.67 768.25 5,892.48

H ALUMINIUM WORK -

55 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, fixing with dash fasteners of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top, bottom and sides with

required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever required

including cleat angle, Aluminium snap beading for glazing / paneling, C.P.

brass / stainless steel screws, all complete as per architectural drawings and

the directions of Engineer-in-charge. (Glazing, paneling and dash

fasteners to be paid for separately) :

21.1.1 For fixed portion -

Powder coated aluminium (minimum thickness of powder coating 50 micron

56 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

21.1.2 paid for separately) -

Powder coated aluminium (minimum thickness of powder coating 50 micron)

57 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):

(i) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

58 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

21.8.1 depth and 5 mm width RM 38.80 96.75 3,753.90

59 Providing and fixing anodised aluminium grill (anodised transparent or dyed to

required shade according to IS: 1868 with minimum anodic coating of grade AC

15) of approved design/pattern, with approved standard section and fixed to the

existing window frame with C.P. brass/stainless steel screws @ 200 mm centre

to centre, including cutting the grill to proper opening size for fixing and

operation of handles and fixing approved anodised aluminium standard section

around the opening, all complete as per requirement and direction of Engineer-

incharge.(Only weight of grill to be measured for payment).

60 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 100 mm

61 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 :100x10 mm

62 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. complete.

40 mm thick with 20 mm nominal size stone aggregate

63 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,

jointed with neat cement slurry mixed with pigment to match the shade of tiles,

including rubbing and cleaning etc. complete, on 20 mm thick bed of cement

mortar 1:4 (1 cement: 4 coarse sand) .Medium shade pigment using 50%

white cement 50% Grey cement

64 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 cement mortar 1 : 4 (1

11.26.1 cement : 4 coarse sand) : 25 mm thick SQM 29.40 1948.25 57,278.55

65 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.

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

66 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness

to be specified by the manufacturer) of 1st qualit 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 (1Cement : 4 Coarse sand), Jointing with grey

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

matching pigment etc., complete.

67 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.Glazed Vitrified tiles Matt/Antiskid finish of

size Size of Tile 600 x 600

68 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), jointing with grey

cement slurry @ 3.3kg/sqm including grouting the joints with white cement and

matching pigments etc., complete. (a) Size of Tile 600x600 mm

69 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

wooden shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4

coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including

grouting the joints with white cement and matching pigments etc.,

complete. (a) Size of Tile 1000x1000 mm

70 Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and onforming 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), jointing with

grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement

& matching pigments etc. complete. Size of Tile 600x600 mm

71 Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and onforming 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), jointing with

grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement

& matching pigments etc. complete.Size of Tile 1000x1000 mm

72 Grouting the joints of flooring tiles having joints of 3 mm width, 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-incharge. Size of Tile 600x600 mm

73 Grouting the joints of flooring tiles having joints of 3 mm width, 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.

Size of Tile 1000x1000 mm

74 Providing and laying flamed finish Granite stone flooring in required design and

patterns, in linear as well as curvilinear portions of the building all complete as

per the architectural drawings with 18 mm thick stone slab over 20 mm

(average) thick base of cement mortar

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing

with white cement slurry admixed with pigment of matching shade including

rubbing, curing and polishing etc. all complete as specified and as directed by

the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red,

Elite Brown, Cat Eye or equivalent

75 Providing and laying Polished Granite stone flooring in required design and

patterns, in linear as well as curvilinear portions of the building all complete as

per the architectural drawings with 18 mm thick stone slab over 20 mm

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

jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade including rubbing,

curing and polishing etc. all complete as specified and as directed by the

Engineer-in-Charge. 11.56.1 Polished Granite stone slab of colour Black,

Cherry/Ruby Red or equivalent

76 Providing and fixing machine cut, mirror/ eggshell polished , granite work for

wall lining (veneer work) including dado, skirting, risers of steps etc., in required

design and pattern wherever required, stones of different finished surface

texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse

sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing

with white cement slurry admixed with pigment of matching shade, including

rubbing, curing, polishing etc. all complete as per Architectural drawings, and

as directed by the Engineer-in-Charg .

Granite of all colour except black, cherry/ruby red 18 mm thick (slab area above

Analysis SQM 0.65 7154 4,650.10

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

77 Providing and fixing false ceiling at all height 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

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

of 25x10x0.50 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.I. intermediate channel with connecting clips made out of

2.64 mm dia x 230 mm long G.I. 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 25mm 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/c, 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 :

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part

12.45.1 I) :2011 (Board with BIS certification marks) SQM 5.07 1355.80 6,880.01

Providing and fixing tiled false ceiling of specified materials of size 595x595

mm in true horizontal level, suspended on inter locking metal grid of hot dipped

galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive)

consisting of main “T” runner with suitably spaced joints to get required length

and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at

1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm

thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm

center to center to form a grid of 1200x600 mm and secondary cross “T” of

length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to

be interlocked at middle of the 1200x600 mm panel to form grids of 600x600

mm and wall angle of size 24x24x0.3mm and laying false ceiling tiles of

approved texture in the grid including, required cutting/ making, opening for

services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main

“T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37

x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners,

adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm

spaced at 1200mm center to center along main T, bottom exposed width of 24

mm of all T-sections shall be pre-painted with polyester paint, all complete for

all heights as per specifications, drawings

and as directed by Engineer-in-charge.

78 GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size

595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having

galvanizing of 100 gms/sqm (both sides inclusive) and electro statically

polyester powder coated of thickness 60 microns (minimum), including factory

12.52.1 painted after bending. SQM 33.83 1902.95 64,376.80

79 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm,

made of Gypsum plasterboard, manufactured from natural gypsum as per IS

2095 part I and laminated with white 0.16mm thick fire retardant PVC film on

the face side and 12micron metalized polyester on the back side with all edges

sealed with the face side PVC film which goes around and wraps the edges and

is bonded to the edges and the back side metalized polyester film so as to

make the tile a completely sealed unit.

K Finishing -

80 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6

81 12mm cement plaster in single coat on fair side of single or half brick wall for

exterior plastering up to floor two level including internal rounded angles

chamfers, and/or rounded angles not exceeding 80mm in girth and finished

even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse

82 13.16.1 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) SQM 409.43 300.45 1,23,013.24

83 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of

13.9.1 neat 12 mm cement plaster SQM 17.42 449.55 7,831.16

84 Distempering with 1st quality acrylic distemper (ready mixed) having VOC

content less than 50 gram/litre, of approved manufacturer and of required

shade and colour all complete to achieve even shade and colour :

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

with cement primer having VOC content less than 50 gram/litre

85 Finishing walls with textured exterior paint of required shade: New work

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

13.45.1 of exterior primer applied @ 2.20kg/10 sqm SQM 322.70 223.60 72,155.72

86 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade. New work (Two or more coats applied @ 1.43 ltr/

10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/

87 Applying priming coat:

With ready mixed red oxide zinc chromate primer of approved brand and

13.50.3 manufacture on steel galvanised iron/ steel works SQM 35.60 67.4 2,399.44

88 Finishing with Epoxy paint (two or more coats) at all locations prepared and

applied as per manufacturer’s specifications including appropriate priming coat,

preparation of surface, etc.complete.

89 Painting with synthetic enamel paint of approved brand and

13.61.1 manufacture to give an even shade: Two or more coats on new work. SQM 35.60 155.90 5,550.04

90 French spirit polishingTwo or more coats on new works including a coat of

91 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.

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

L STRUCTURAL GLAZING -

92 Providing and supplying aluminium extruded tubular and other aluminium

sections as per the architectural drawings and approved

shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS

1474,including super durable powder coating of 60-80 microns conforming to

AAMA 2604 of required colour and shade as approved by the Engineer-in-

Charge. ( The item includes cost of material such as cleats, sleeves, screws

etc. necessary for fabrication of extruded aluminium frame work. Nothing extra

shall be paid on this account).The weight of aluminium extruded section shall

be taken for purpose of payment.

93 Designing, fabricating, testing, protection, installing and fixing in position semi

(grid) unitized system of structural glazing (with open joints) for linear as well as

curvilinear portions of the building for all heights and all levels, including: (a)

Structural analysis & design and preparation of shop drawings for the specified

design loads conforming to IS 875 part III (the system must passed the proof

test at 1.5 times design wind pressure without any failure), including functional

design of the aluminum sections for fixing glazing panels of various

thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws,

toggles,nuts, bolts, clamps etc., structural and weather silicone

sealants,flashings, fire stop (barrier)-cum-smoke seals, microwave cured

EPDM gaskets for water tightness, pressure equalisation & drainage and

protection against fire hazard including:

(b)Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium

alloy of 6005 T5 brackets of required sizes, sectionsand profiles etc. to

accommodate 3 Dimentional movement for achieving perfect verticality and

fixing structural glazing system rigidly to the RCC/masonry/structural steel

framework of building structure using stainless steel anchor fasteners/ bolts,

nylon seperator to prevent bimetallic contacts with nuts and washers etc. of

stainless steel grade 316, of the required capacity and in required numbers. c)

Providing and filling, two part pump filled, structural silicone sealant and one

part weather silicone sealant compatible with the structural silicone sealant of

required bite size in a clean and controlled factory / work shop environment,

including double sided spacer tape, setting blocks and backer rod, all of

approved grade, brand and manufacture, as per the approved sealant design,

within and all around the perimeter for holding glass. d) Providing and fixing in

position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and

profiles, as required as per the site conditions, to seal the gap between the

building structure and all its interfaces with curtain glazing to make it watertight.

(e) Making provision for drainage of moisture/ water that enters the curtain

glazing system to make it watertight, by incorporatingcurtain glazing to make it

watertight.principles of pressure equalization, providing suitable gutter profiles

at bottom (if required), making necessary holes of required sizes and of

required numbers etc. complete. This item includes cost of all inputs of

designing, labour for fabricating and installation of aluminium grid, installation of

glazed units, T&P, scaffolding and other incidental charges including wastages

etc., enabling temporary structures and services, cranes or cradles etc. as

described above and as specified. The item includes the cost of getting all the

structural and functional design including shop drawings checked by a structural

designer, dully approved by Engineer-in-charge. The item also includes the cost

of all mock ups at site, cost of all samples of the individual components for

testing in an approved laboratory, field tests on the assembled working

structural glazing as specified, cleaning and protection till the handing over of

the building for occupation. In the end, the Contractor shall provide a water tight

structural glazing having all the performance characteristics etc. all complete as

required, as per the Architectural drawings, as per item description, as

specified, as per the approved shop drawings and as directed by the Engineer-

. Note:-1.The cost of providing extruded aluminium frames, shadow boxes,

extruded aluminium section capping for fixing in the grooves of the curtain

glazing and vermin proof stainless steel wire mesh shall be paid for separately

under relevant items under this subhead. However, for the purpose of payment,

only the actual area of structural glazing (including width of grooves) on the

external face shall be measured in sqm. up to two decimal places.Note:-2. The

following performance test are to be conducted on structural glazing system if

area of structural glazing exceeds 2500 Sqm from the certified laboratories

accreditated by NABL(National Accreditation Board for Testing and Calibration

Laboratories), Department of Science & Technologies, India. Cost of testing is

payable separately. The NIT approving authority will decide the necessity of

testing on the basis of cost of the work, cost of the test and importance of the

work. Performance Testing of Structural glazing system Tests to be conducted

in the NABL accredited lab or by any other accreditation body which operates in

accordance with ISO / IEC 17011 and accredits labs as per ISO/ IEC 17025.

1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) &

(+50pa to +300pa) as per ASTM E-283-04

testing method for a range of testing limit 1 to 200 mVhr

2. Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09

testing method for a range up to 2000 ml.

3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA

501.01- 05 testing method for a range upto 2000 ml

4. Structural Performance Deflection and deformation by static air pressure test

(1.5 times design wind pressure without any failure) as per ASTME-330-10

testing method for arange upto 50 mm

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method

for Qualitative test, Tests to be conducted on site.

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa

(35psi) upto 2000 ml

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

94 Providing, assembling and supplying vision glass panels (IGUs)

comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed)

vision panel units of size and shape as required and specified, comprising of an

outer heat strengthened float glass 6mm thick, of approved colour and shade

with reflective soft coating on surface # 2 of approved colour and shade, an

inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide,

dessicants, including primary seal and secondary seal (structural silicone

sealant) etc. all complete for the required performances, as per the

Architectural drawings, as per the approved shop drawings, as specified and as

directed by the Engineer-in-Charge. The IGUs shall be assembled in the

factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in

the curtain glazing is included in cost of item No.25.2) For payment, only the

actual area of glass on face # 1 of the glass panels (excluding the areas of the

grooves and weather silicone sealant) provided and fixed in position, shall be

measured in sqm. (i) Coloured tinted

float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm

Airgap + 6mm Heat Strengthened clear Glass of approved make having

properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection

internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-

0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of

performance glass shall be decided by technical sanctioning authority as per

the site requirement.

95 Extra for openable side / top hung vision glass panels (IGUs) including

providing and supplying at site all accessories and hardwares for the openable

panels as specified and of theapproved make such as heavy duty stainless

steel friction hinges, min 4 -point cremone locking sets with stainless steel

plates, handles, buffers etc. including necessary stainless steel screws/

fasteners, nuts, bolts, washers etc. all complete as per the Architectural

drawings, as per the approved shop drawings, as specified and as directed by

the Engineerin-Charge.

95 Extra for openable side / top hung vision glass panels (IGUs) including

providing and supplying at site all accessories and hardwares for the openable

panels as specified and of the approved make such as heavy duty stainless

steel friction hinges, min 4 -point cremone locking sets with stainless steel

plates, handles, buffers etc. including necessary stainless steel screws/

fasteners, nuts, bolts, washers etc. all complete as per the Architectural

drawings, as per the approved shop drawings, as specified and as directed by

the Engineer- in- Charge.

96 Providing and laying integral cement based water proofing treatment including

preparation of surface as required for treatment of roofs, balconies, terraces etc

consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement

admixed with water proofing compound conforming to IS. 2645 and approved

by Engineer-in-charge over the RCC slab including adjoining walls upto 300

mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115

mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed

with water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1

cement :5 coarse sand) admixed with water proofing compound conforming to

IS : 2645 and approved by Engineer-in-charge to required slope and treating

similarly the adjoining walls upto 300 mm height including rounding of junctions

of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry

using 2.75 kg/ sqm of cement admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1

cement :4 coarse sand) admixed with water proofing compound conforming to

IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth

of approved quality in top layer of plaster and finally finishing the surface with

trowel with neat cement slurry and making pattern of 300x300 mm square 3

(e) The whole terrace so finished shall be flooded with water for a minimum

period of two weeks for curing and for final test. “All above operations to be

done in order and as directed and specified by the Engineer-in-Charge”:

DSR- With average thickness of 120 mm and minimum thickness

97 Providing and mixing integral crystalline admixture for water proofing treatment

to RCC structures like basement raft, retaining walls, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc. at the time of

transporting of concrete into the drum of

the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to

the weight of cement content per cubic meter of concrete) or higher as

recommended by the manufacturer’s specification in reinforced cement

concrete at site of work. 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. The crystalline admixture shall be

capable of self-healing of cracks up

to a width of 0.50mm. 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.

Digitally signed by JAYA

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY

SCHEDULED NON SCHEDULED SCHEDULED NON SCHEDULED

98 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 0.50mm. 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.

(i) 22.23.1 For vertical surface two coats @ 0.70 kg per sqm SQM 39.96 472.90 18,897.08

(ii) 22.23.2 For horizontal surface one coat @1.10 kg per sqm. SQM 12.96 362.80 4,701.89

99 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5

parts crystalline mortar : 1 part water) for the treatment of faulty construction

joints, cracks, tie rod holes and spalled & honeycombed surface of RCC

underground structures like basement, water tanks,

bridge deck etc. to ensure water tightness. The crystallie mortar shall conform

to the EN 1504- 3 having compressive strength Class R4 ≥45 MPa and

adhesive bond strength Class R3 ≥1.5 MPa. 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.

(i) For sealing cracks and faulty construction joints, routed out/making U-shape

groove size 25x25mm and then primed the area with integral crystalline slurry

@0.05kg/running metre and while the surface is tacky filled the groove upto

surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar

is touch dry then finally applied two coats of integral crystalline slurry

@0.05kg/running metre per coat.

(ii) For patching of tie rod holes, prepared tie rod hole surface and then primed the

area with integral crystalline slurry @0.070kg/sqm and while the surface is

tacky repair and then filled the tie rod holes with crystalline [email protected] per

hole. The crystalline mortar should be

tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole,

use 0.040kg to fill the hole)

100 Providing and applying of swellable type water stop tape, 19 mm x 25 mm thick

in linear metre (expansive nature) for construction joints treatment of RCC

structure such as raft slab, retaining walls, water storage tank and at the

junctions of raft slab with the retaining walls etc.. After cleaning the surface, one

coat of required primer for swellable water stop tape shall be applied

throughout the length of the joint @3.78 litre per 240 running metre. Over the

swellable type water stop tape shall be placed. 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.

101 Providing & Fixing 'Unistone' Glass Reinforced Concrete (G.R.C)

Screens in approved size, pattern, thickness and shade.

Border Thickness: 40-50mm

MR Inner member: 25-30mm SQM 1.80 5326.00 9,586.80

Say Rs. In Lacs 117.97 0.40

Digitally signed by JAYA

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT

MATHALPUT UNDER NALCO

PLUMBING INTERNAL ESTIMATE

Sl. No. Description DSR Items -2023 NS Items

1 Sub Head – I Sanitary Installation 4,38,480.43 78,153.00

2 Sub Head – II Water Supply 1,39,175.95 76,234.00

3 Sub Head – III Drainage 1,80,615.40 25,340.00

Say in Lacs 7.58 1.80

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

PLUMBING INTERNAL ESTIMATE

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

Sub Head – I Sanitary Installation

Providing and fixing floor mounted, white vitreous china single piece, double

traps syphonic water closet of approved brand/make, shape, size and pattern

including integrated white vitreous china cistern of capacity 10 litres with dual

1.1 17.81 flushing system, including all fittings and fixtures with seat cover, cistern

fittings, nuts, bolts and gasket etc including making connection with the

existing P/S trap, complete in all respect as per directions of Engineer-in-

Providing and fixing white vitreous china battery based infrared sensor

operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing

1.2 17.80 with water (250 ml & 500 ml consumption), having water inlet from back side,

including fixing to wall with suitable brackets all as per manufacturers

specification and direction of Engineer-in-charge. each 2 7979.2 15,958.40

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

1.3 17.7 taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings

and brackets, cutting and making good the walls wherever require: -

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P.

brass pillar tap each 1 2226.35 2,226.35

Providing and fixing white vitreous china wash basin under counter / Table

Top basin, with C.I. concealed type brackets fixed to walls with GI rag bolts or

approved fasteners etc., including 32 mm CP brass waste coupling, including

1.4 NSI-1 painting of fittings and brackets, cutting and making good the walls wherever

required all complete (Granite counter top will be measured and paid

separately under relevent item): as per approved make and decision of

engineer-in-charge each 6 2,875.00 - 17,250.00

1.5 17.34 Providing and fixing toilet paper holder :

Providing and fixing CP brass auto closing system basin pillar tap / hand

wash as approved by Engineer- In Charge each 4 2,190.00 - 8,760.00

Providing and fixing 32mm C.P brass bottle Trap of approved quality & make

as per the direction of engineer-in-incharge. each 4 1034.8 4,139.20

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of

1.8 17.31 approved quality) complete with 6 mm thick hard board ground fixed to

wooden cleats with C.P. brass screws and washers complete. Sqm 4 1607.95 6,431.80

1.11 17.35 Providing and fixing soil, waste and vent pipes : -

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside

Providing and fixing bend of required degree with access door, insertion

rubber washer 3 mm thick, bolts and nuts complete. -

Hubless centrifugally cast (spun) iron epoxy coated inside & outside I.S.

1.13 17.39 Providing and fixing plain bend of required degree. -

Hubless centrifugally cast (spun) iron pipe epoxy inside & outside IS: 15905

Hubless centrifugally cast (spun) iron pipe epoxy inside & outside IS: 15905

1.14 17.40 Providing and fixing heel rest sanitary bend -

17.40.1.2 Sand cast iron S&S as per IS - 3989 each 3 548.7 1,646.10

Providing and fixing single equal plain junction of required degree with access

door, insertion rubber washer 3 mm thick, bolts and nuts complete. -

17.43.1.2 sand cast Iron S&S as per IS: 3989 each 12 925.7 11,108.40

1.16 17.44 Providing and fixing single equal plain junction of required degree -

Hubless centrifugally cast (spun) iron pipe epoxy inside & outside IS: 15905

Hubless centrifugally cast (spun) iron pipe epoxy inside & outside IS: 15905

1.17 17.48 Providing and fixing single equal plain junction of required degree -

Hubless centrifugally cast (spun) iron pipe epoxy inside & outside IS: 15905

1.18 17.56 Providing and fixing terminal guard: -

Hubless centrifugally cast (spun) iron pipe epoxy inside & outside IS: 15905

17.56.2.2 Sand cast iron S&S as per IS - 3989 each 3 404.75 1,214.25

Providing and fixing shielded coupling for Hubless centrifugally cast iron pipes

17.57A.1.1 S S 304 grade coupling with EPDM rubber gasket each 49.2 432.05 21,256.86

17.57A.2.1 S S 304 grade coupling with EPDM rubber gasket each 54 389.05 21,008.70

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally

cast (spun) iron pipes of diameter : -

Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes

and fittings with two coats of synthetic enamel paint of any colour such as

chocolate grey, or buff etc. over a coat of primer (of approved quality) for new

17.65.1 100 mm diameter pipe meter 49.2 82.8 4,073.76

17.65.2 75 mm diameter pipe meter 54 62.95 3,399.30

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast

iron/cast iron (spun) pipe embedded in and including cement concrete blocks

1.22 17.37 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) including cost of cutting holes and making

good the walls etc. : -

17.37.1 100 mm diameter pipe each 24.6 362.85 8,926.11

17.37.2 75 mm diameter pipe each 27 360 9,720.00

Providing and fixing G.I. soil / waste pipes complete with G.I. fittings and

clamps, i/c cutting and making good the walls etc. -

18.10.4 32 mm dia. nominal bore metre 25 667 16,675.00

18.10.5 40 mm dia. nominal bore metre 25 811.9 20,297.50

18.10.6 50 mm dia. nominal bore metre 30 1048.35 31,450.50

Providing and fixing trap of self cleansing design with screwed down or hinged

1.24 17.60 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 -

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per

Providing & fixing in position GI 100x50 elbow floor drain including cost of

cutting and making good the walls and floors wherever required. each 4 743.00 - 2,972.00

Providing and fixing 125 mm dia S/S grating (with or without hole)for

floor or Nahani trap. each 6 35.00 - 210.00

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm

high and 112 mm distance from wall of standard shape with bracket of the

same materials with snap fittings of approved quality and colour, weighing

not less than 105 gms. each 8 168.35 1,346.80

Providing and fixing PTMT towel rail complete with brackets fixed to wooden

1.28 17.73 cleats with CP brass screws with concealed fittings arrangement

of approved quality and colour.

600 mm long towel rail with total length of 645 mm, width 78 mm and effective

height of 88 mm, weighing not less than 190 gms. each 2 708.95 1,417.90

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

1.29 12.22 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 7 298.25 2,087.75

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal expansion,

(i) Single socketed pipes. metre 12 377.4 4,528.80

Providing and fixing on wall face unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving

10 mm gap for thermal expansion. -

12.42.1 Coupler -

12.42.3 Single tee with door -

12.42.6 Shoe (Plain) -

Providing and fixing unplasticised -PVC pipe clips of approved design to

unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood

1.32 12.43 plugs, screwed with M.S. screws of required length, including cutting brick

work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making

good the wall etc. complete. -

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15

cm diameter and weighing not less than 440 grams. each 2 57.7 115.40

Providing & Fixing water cooler wth stainless steel having storage capacity of

80 liter & cooling capacity 60 liter / hour with Reverse osmosis system & ultra

1.34 NSI-5 voilet membrane TDS reduction 90% having automatic back wash system

with filteration unit & all other required accessories complete in all respect as

per direction of the engineer in charge . each 1 48,961.00 - 48,961.00

Sub Head – II Water Supply

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply and all CPVC plain & brass

2.1 18.10 threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one step CPVC solvent cement and

testing of joints complete as per direction of Engineer in Charge

Internal work – Exposed on wall.

18.7.2 20 mm nominal dia Pipes metre 10 355 3,550.00

18.7.3 25 mm nominal dia Pipes metre 10 401.55 4,015.50

18.7.4 32 mm nominal dia Pipes metre 10 518.75 5,187.50

18.7.5 40 mm nominal dia Pipes metre 10 702.95 7,029.50

18.7.6 50 mm nominal dia Pipes metre 5 934.15 4,670.75

NSI-6 65 mm nominal dia Pipes metre 5 1,098.00 - 5,490.00

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

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

2.2 18.8 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 including cutting chases and making good the wall etc.

18.8.1 15 mm nominal outer dia Pipes metre 10 497.8 4,978.00

18.8.2 20 mm nominal outer dia Pipes metre 10 537.6 5,376.00

18.8.3 25 mm nominal outer dia Pipes metre 5 627.25 3,136.25

Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(screwed end) : -

18.17.1A 20 mm dia. nominal bore each 4 539.95 2,159.80

18.17.1 25 mm dia. nominal bore each 2 622.4 1,244.80

18.17.2 32 mm dia. nominal bore each 4 689.6 2,758.40

18.17.3 40 mm dia. nominal bore each 2 826.1 1,652.20

18.17.4 50 mm dia. nominal bore each 2 1026.65 2,053.30

18.17.5 65 mm dia. nominal bore each 2 1742.15 3,484.30

18.17.6 80 mm dia. nominal bore each 1 2604.55 2,604.55

Providing and fixing hand held ablution fitting (health faucet) with 1.2 meter

long flexible tube and wall hook, all complete approved engineer-in-charge each 6 1,081.00 - 6,486.00

Supply and fixing of 15mm CP brass 2 -Way Bib Cock with wall flange and

suitable length CP brass extension pipe all of approved engineer-in-charge each 6 1,604.00 - 9,624.00

Providing and fixing C.P. brass long nose bib cock of approved quality

conforming to IS standards and weighing not less than 810 gms.

18.50.1 15 mm nominal bore each 2 820.70 1,641.40

Providing and fixing C.P. brass long body bib cock of approved quality

conforming to IS standards and weighing not less than 690 gms. -

18.51.1 15 mm nominal bore each 2 798.95 1,597.90

Providing and fixing C.P. brass stop cock (concealed) of standard design and

of approved make conforming to IS:8931. -

18.52.1 15 mm nominal bore each 4 670.45 2,681.80

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

of approved quality conforming to IS:8931 -

18.53.1 15mm nominal bore each 4 574.30 2,297.20

Providing and fixing uplasticised PVC connection pipe with brass unions :

18.21.2 45 cm length -

18.21.2.1 15 mm nominal bore each 4 97.75 391.00

Supply ,Erection , Testing & Commissioning of Automatic water level control

panel & related accessories for pumping automation with consisting of

2.11 NSI-9 automatic water level controller , level sensor with stainless steel probe,

motorized butterfly valve, motorized valve controller with complete in all

a upto 50 mm dia. nominal bore each 2 26,947.00 - 53,894.00

Providing and fixing G.I. pipes complete with G.I. fittings including trenching

and refilling etc.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply including all CPVC plain & brass

2.13 18.9 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.

18.9.3 25 mm nominal outer dia pipe metre 10 355.4 3,554.00

18.9.5 40 mm nominal outer dia pipe metre 5 563.05 2,815.25

18.9.6 50 mm nominal outer dia pipe metre 5 794.25 3,971.25

18.9.7 65 mm nominal outer dia pipe metre 5 1674.4 8,372.00

Providing and fixing HDPE Pop Up Sprinkler Irrigation System Pop height 100

mm with fittings all complete as per direction of engineer in charge. Each 2 370.00 - 740.00

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement

mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box

100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

2.15 18.32 nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1

cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and

inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm

thick, finished with a floating coat of neat cement complete as per standard

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box

100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside)

with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4

2.16 18.33 graded stone aggregate 20mm nominal size ) , i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat

cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box

100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside)

with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size ), i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal

size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)

12 mm thick, finished with a floating coat of neat cement complete as per

standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Sub Head – III Drainage

Supply and fixing HDPE double wall corrugated ( DWC ) I.S 16098 ( Part - 2 )

3013 for soil / waste pipe under ground drainage system with jointed with

rubber ring with good quality lubricant for fittings, inclusive of all necessary

specials like bends, tees, offsets, junctions, re excavtion and refillig etc

a 150 mm diameter metre 25 706.00 - 17,650.00

b 200 mm diameter metre 10 769.00 - 7,690.00

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

3.2 19.3 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes

including bed concrete as per standard design :

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with

C.I. grating brick masonry chamber with water tight C.I. cover with frame of

300 x300 mm size (inside) the weight of cover to be not lessthan 4.50 kg and

frame to be not less than 2.70 kg as per standard design :

19.4.3 180x150 mm size P type

19.4.3.1 With fly ash bricks (non modular) bricks of class designation 7.5 each 6 2802.15 16,812.90

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

3.4 19.6 with collars jointed with stiff mixture of cement mortar in the proportion of 1:2

(1 cement : 2 fine sand) including testing of joints etc. complete : -

Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4

coarse sand) with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4

stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix (1

cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size ) inside

plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with a floating coat of neat cement, foundation cocreate 1:3:6 mix (1

cement :3 coarse sand : 6 graded stone aggregate 40 mm norminal size),and

making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse

sand :4 graded stone aggregate 20 mm norminal size) finished with a floating

coat of neat cement complete as per standard design . -

inside size 90x80 cms and 45 cms deep including CI cover with frame ( light

3.6 19.7.1 duty ) 455x610 mm internal dimensions total weight of cover & frame to be not

less than 38 kg (weight of cover 23 kg & weight of frame 15 kg ) -

19.7.1.1 with common brunt clay FPS ( non modular ) bricks of class designation 7.5

3.7 19.8 Extra depth for manhole 90x80 cm -

19.8.1.1 With FPS bricks class designation 7.5 Metre 1 8825.4 8,825.40

Constructing brick masonry circular type manhole 0.91m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand),in side

cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6

mix (1 cement :3 coarse sand : 6 graded staone aggregate 40 mm norminal

size),and making necessary channel in cement concrete 1:2:4 (1 cement :2

coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a

floating coat of neat cement all complete as per standard design: -

Constructing brick masonry circular type manhole 0.91m internal dia at bottom

and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand),in side

cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6

mix (1 cement :3 coarse sand : 6 graded staone aggregate 40 mm norminal

size),and making necessary channel in cement concrete 1:2:4 (1 cement :2

coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a

floating coat of neat cement all complete as per standard design: -

With Common Burnt clay FPS ( non modular ) bricks of class designation 7.5

Extra depth for Circular Type manhole 0.91 m internal dia ( at bottom ) beyond

With common burnt clay FPS ( non modular ) bricks of class designation 7.5

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to

IS:1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm space

between protruded legs having 2 mm tread on top surface by ribbing or

chequering esides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to with stand the

bend test and chemical resistance test as per pecifications and having

manufacture’s permanent identification mark to be visible even after

fixing,including fixing in manholes with 30x20x15 cm cement concrete block

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal

size) complete as per design. Each 10 553.7 5,537.00

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in

3.12 19.27 cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast

R.C.C. horizontal grating with frame complete as per standard design : -

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT

MATHALPUT UNDER NALCO

SUMMARY SHEET OF ELECTRICAL WORK

S.No. Description

I SUB HEAD - I - LT PANELS - 1,47,742.80

II SUB HEAD - II- CIRCUIT CUM POINT WIRING 3,76,621.00 51,530.44

III SUBHEAD - III - FITTINGS & FIXTURES 60,124.00 24,052.53

IV SUBHEAD - IV - DISTRIBUTION BOARDS 45,113.00 -

V SUBHEAD - V- UPS SYSTEM 55,233.00 -

VI SUB HEAD -VI - LT CABLES & CABLE TRAYS, TERMINATIONS 58,455.00 1,41,666.73

VII SUB HEAD -VII - EARTHING SYSTEM 75,672.00 -

VIII SUBHEAD - VIII - CCTV SYSTEM 2,85,729.00 984.95

SUBHEAD -IX -DATA NETWORKING (STRUCTURE CABLING SYSTEM

X SUBHEAD -X - TELEPHONE NETWORKING SYSTEM 21,480.00 11,819.42

XI SUB-HEAD -XI- : TV SYSTEM 26,464.00 19,664.00

say in lacs 10.37 3.97

Digitally signed by JAYA

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

BILL OF QUANTITIES - ELECTRICAL

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

SUB HEAD - I - LT PANELS

Design, fabrication, assembly, wiring and supply of front operated

dead front cubicle type compartmentalised as per Form 3B, rear

access free standing, dust and vermin proof (IP 42 ingress protection)

main switchboards suitable for use at 415 volts, 3 phase 4 wire 50

Hertz system suitable for a symmetrical fault level of 50 kA at 415

volts, fabricated from 2 mm thick CRCA MS sheets with hinged,

gasketted (metal based neoprene) and lockable doors having

structural reinforcement with suitable angle/channel/T/flat sections

including 3 mm thick gland plates on top and bottom and including

lifting hooks with sleeved TPN Aluminum Bus bars and GI earth strip

of required size with 2 nos earthing terminals and including powder

coated paint finish of approved shade (RAL 7032) over metal surface

cleaned and treated with seven tank process complete with

interconnections etc as per specifications, as required and as below.

This main panel must be extendable for future requirement in such a

manner not to disrupt ongoing services at the point of use during

extension. All LT Panel shall conform to latest IS/IEC -61439 code. All

Panel shall be complete with power & control wiring, danger &

inscription plate, Lifting hooks etc.

Each incoming / outgoing breaker shall have microprocessor release

upto 250 Amp & below thermal magnetic release with adjustable over

current, short circuit & earth fault protection with instantaneous as

mentioned in specification. The Panel will be made as per detailed

specifications & drawings forming part of this document. Fault level of

panel shall be 50 KA.

All the MCCB with adustable overload, short circuit & earth fault

protection and above shall have microprocessor. The panel shall be

manufactured as per BOQ, tech specification and drawing.

(Note:The contractor may select the next higher fault rating of ACB/

MCCB if it is not readily available ,without any extra cost ,as the figure

indicated within the bracket are required maxmum fault level of the

NOTE: PANEL MUST BE AS PER IEC 61439 TYPE TESTED FROM

ANY INDIA BASED TEST LABORATORY (CPRI/ERDA ETC) FOR

ROTECTION AGAINST SHORT CIRCUIT/TEMPERATURE

RISE/INTERNAL ARC/DEGREE OF PROTECTION) (PTTA PANEL

UPTO 800A & TTA PANEL ABOVE 800A)

1 NSI-1 MDB (L&P) PANEL

1 No. 200A 4P MCCB ,25 kA breaking capacity with thermal magnetic

release and with rotary handle.

METERING & INDICATION

1 set of R,Y,B phase indicating lamps

Digital Multifunction meter for Voltage, Current & KW with selector

switch. Each with 3nos. of 2A SP MCB & 3nos 200/5A CTs

(200A/500V) rating

1 Sets of Breaker ON-OFF-TRIP, Lamps as required.

1 Set of 250A TPN Aluminium Bus Bar with colour coded PVC

2 Nos. 63A TPN MCCB, 16 kA breaking capacity with thermal release

and adjustable setting and with rotary handle.

2 Nos. 40A TPN MCCB, 16 kA breaking capacity with thermal release

and adjustable setting and with rotary handle.

6 Nos. 40A TPN MCB ,10 kA breaking capacity

5 Nos. 63A TPN MCB ,10 kA breaking capacity

4 Nos. 40A DP MCB ,10 kA breaking capacity

4 Nos. 25A DP MCB ,10 kA breaking capacity

Supplying,Receiving, fixing, testing & commissioning of MDB

PANEL as described above Set 1 1,47,742.80 1,47,742.80

TOTAL CARRIED TO SUMMARY SHEET FOR SUBHEAD I - 1,47,742.80

SUB HEAD - II- CIRCUIT CUM POINT WIRING

SWITCH CONTROL LIGHT POINTS

Wiring for light point/ fan point/ exhaust fan point/ call bell point with

1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core

cable in surface/ recessed medium class PVC conduit, with modular

switch, modular plate, suitable GI box and earthing the point with 1.5

sq.mm FRLS/HFFR PVC insulated copper conductor single core

cable etc. as required.

Digitally signed by JAYA

Wiring for group controlled (looped) light point/fan point/exhaust fan

point/ call bell point ( without independent switch etc.) with 1.5 sq. mm

FRLS/HFFR PVC insulated copper conductor single core cable in

surface/ recessed PVC conduit, and earthing the point with 1.5 sq.

mm FRLS/HFFR PVC insulated copper conductor single core cable

etc. as required.

MCB CONTROL LIGHT POINTS

Wiring for light point/ fan point/ exhaust fan point/ call bell point with

2.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core

3 NSI-1 cable in surface / recessed steel 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required. (Switch Control

Primary Points)

3.1 NSI-1.1 Primary point controlled by one MCB. Point 7 1,262.91 8,840.40

Same as item above but Secondary point. i.e. Points to be looped with

3.2 NSI-1.2 Primary point with 1.5 sqmm FRLS/HFFR wire and Point wiring

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated

copper conductor single core cable in surface/ recessed medium class

4 DSR 1.12 PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper

conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring along with earth wire with the

following sizes of FRLS/HFFR PVC insulated copper conductor, single

core cable in surface/ recessed medium class PVC conduit as

5.1 DSR 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre 350 267.00 93,450.00

5.2 DSR 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 50 311.00 15,550.00

5.3 DSR 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 30 482.00 14,460.00

5.4 DSR 1.14.5 2 x 10 sq. mm + 1 x 6 sq.mm earth wire Metre 25 621.00 15,525.00

5.5 DSR 1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 20 1,078.00 21,560.00

5.6 DSR 1.14.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire Metre 10 1,454.00 14,540.00

Supplying and fixing suitable size GI box with modular plate and cover

in front on surface or in recess, including providing and fixing 3 pin 5/6

A modular socket outlet and 5/6 A modular switch, connections etc. as

required. Each 10 545.00 5,450.00

Supplying and fixing suitable size GI box with modular plate and cover

in front on surface or in recess, including providing and fixing 2 nos. 3

7 DSR 1.56 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch,

connections etc. as required. (For light plugs to be used in non

residential buildings). Each 2 757.00 1,514.00

Supplying and fixing suitable size GI box with modular plate and cover

in front on surface or in recess, including providing and fixing 6 pin 5/6

& 15/16 A modular socket outlet and 15/16 A modular switch,

connections etc. as required. Each 10 659.00 6,590.00

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction

9 DSR-1.33 box/ wooden block including connections etc. as required.

Supplying & fixing suitable size GI box with modular plate and cover in

front on surface or in recess including providing and fixing 25 A

modular socket outlet and 25 A modular SP MCB, "C" curve including

connections, painting etc. as required. Each 6 807.00 4,842.00

Supplying and fixing 30 A, 415 V, TPN Industrial type socket outlet,

with 4 pole and earth, metal enclosed plug top along with 30 A "C"

curve, TPMCB, 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.

Supplying and fixing following modular switch/ socket on the existing

12 DSR 1.24 modular plate & switch box including connections but excluding

modular plate etc. as required.

12.1 DSR 1.24.6 Telephone socket outlet Nos 2 168.00 336.00

12.2 DSR 1.24.7 TV antenna socket outlet Nos 4 168.00 672.00

Supplying and fixing following size/ modules, GI box alongwith

13 DSR 1.27 modular base & cover plate for modular switches in recess etc. as

Supplying and fixing of following sizes of medium class PVC conduit

along with accessories in surface/recess including cutting the wall and

making good the same in case of recessed conduit as required.

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - II 3,76,621.00

Digitally signed by51,530.44

SUBHEAD - III - FITTINGS & FIXTURES

Supply, Installation, Testing and Commissioning of Bulkhead Light

2 NSI-2 Supply, Installation, Testing and Commissioning of Mirror Light Each 10 443.23 4,432.28

Supply, Installation, Testing and Commissioning of Wall Mounted

Bracket Lights Each 10 246.24 2,462.38

Supplying, installation, Testing & Commissioning of LED

Recessed/surface Down lighter (Round / square/ Rectangular) COB

Type of following body material and construction as per IS : 10322

with driver as per the requirement with Driver efficiency >85%,

Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp

range -5 deg to 40 deg centigrade, internal surge protection of

2.5 KV with Short & Open circuit protection ,THD < 10% , P.

F.≥0.95, IP20, CRI >80 , UGR (Unified Glare Rating) < 19, Flicker

free (flicker should be below 5 %), life time (LED,Driver & electrical

circuitary), life time of minimum 50000 Burning Hours with , 70% of

initial Lumen maintained till life ends , CCT 3000°K / 4000°K /

5700°K /6500°K (As per ANSI Bin SDCM(Standard Deviation Color

Matching) <3, Maximum power consumption should not more

than the specified rating and Fixture shall be of relevant BIS standard

and trade mark certificate ( T.C.). Manufactures Word Mark/ Name

4 DSR-8.5 Engraved/ Embossing/ Screen printing on housing. OEM must have

its own in house NABL lab setup for all testing facilities for

LED fixtures. "complete in all respect i/c external connections with

1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single

core cable and earthing etc. as required with Minimum 5 year OEM

warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79

& LM80 Test report and all testing required for LED fixtures as per

BIS shall be submitted Shape size and CCT shall be as approved by

Engineer-in- Charge as per requirement. (Thermal management:

heat sink of aluminium housing such that LED junction temperature

shall not rise above 90°C). Powder coated die cast /Extruded

aluminium Body including trim with Aluminium Reflector. LED Down

lighter (COB Type) following wattage. (System lumen efficacy ≥120

Supplying, installation, Testing & Commissioning of LED (surface/wall)

mounted Batten light of following body material and construction as

per IS : 10322 with driver (Replaceable) as per the requirement with

Driver efficiency >85% ,Operating voltage AC 140-270 Volt, freq.

50/60 hz, Operating temp range -5 deg to 40 deg centigrade, internal

surge protection of 2.5 KV with Short & Open circuit protection ,THD <

10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below

5 %), life time (LED,Driver & electrical circuitary), of minimum

50000 Burning Hours with , 70% of initial Lumen maintained till

life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI

Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power

consumption should not more than the specified rating and Fixture

shall be of relevant BIS standard and trade mark certificate ( T.C.).

Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

5 DSR-8.11 printing on housing. OEM must have its own in house NABL lab

setup for all testing facilities for LED fixtures. complete in all

respect i/c external connections with 1.5 sq mm FRLS/HFFR,

PVC insulated copper conductor single core cable and earthing etc.

as required with Minimum 5 year OEM warranty. System lumen

efficacy >135 lm/Watt output . LM79 & LM80 Test report and all

testing required for LED fixtures as per BIS shall be submitted..

Shape size and CCT shall be as approved by Engineer-in-Charge as

per requirement. (Thermal management: heat sink of aluminium

housing such that LED junction temperature shall not rise above

90°C). Powder coated die cast /Extruded aluminium Body

(Thickness > 1.20 mm) Batten light (System lumen efficacy >135

Digitally signed by JAYA

Supplying, installation, Testing & Commissioning of Panel light 2x2

ft., of following body material and construction as per IS : 10322 with

driver as per the requirement with Driver efficiency >85%, Operating

voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -5

deg to 40 deg centigrade, internal surge protection of 2.5 KV with

Short & Open circuit protection,THD < 10% , P. F.≥0.95, IP20, CRI

>80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be

below 5 %), life time (LED,Driver & electrical circuitary), of minimum

50000 Burning Hours with , 70% of initial Lumen maintained till life

ends ,CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),

SDCM(Standard Deviation Color Matching) <3, Maximum power

consumption should not more than the specified rating and Fixture

shall be of relevant BIS standard and trade mark certificate (T.C.).

Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing. complete in all respect i/c external connections

with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor

single core cable and earthing etc. as required with Minimum 5 year

OEM warranty. System lumen efficacy >135 lm/Watt output . LM79

& LM80 Test report and all testing required for LED fixtures as per

BIS shall be submitted. Shape size and CCT shall be as approved by

Engineer-in-Charge as per requirement. (Thermal management: heat

sink of aluminium housing such that LED junction temperature shall

not rise above 90°C). Powder coated die cast /Extruded aluminium

Body (Thickness > 1.20 mm)as per BIS shall be submitted. Shape

size and CCT shall be as approved by Engineer-in-Charge as per

requirement. (Thermal management: heat sink of aluminium

housing such that LED junction temperature shall not rise above

90°C). Powder coated die cast /Extruded aluminium Body

(Thickness > 1.20 mm). LED Panel light 2x2 ft., (System lumen

efficacy >135 lm/Watt)

Brush Less Direct Current (BLDC) Fan with Remote

Supply, Installation, Testing and Commissioning of ceiling fan with

Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.

metal( Aluminum alloy) blades, 30 cm long down rod, 2 nos. canopies,

shackle kit, safety rope, copper winding, steel/Al bodyPower Factor

not less than 0.9, Service Value (CM/M/W) minimum as below, 350

RPM (tolerance as per IS : 374-2019), THD (Total Harmonic

Distortion) less than 10%, remote (prefreably mobile app based) for

speed control and all remaining accessories including safety pin, nut

bolts, washers, temperature rise=75 degree C (max.), insulation

resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single

phase AC Ceiling Fan compliant to IS 374:2019 fan Supply, earthing

etc. complete as req.

900mm, service value ≥ 5.1 CM/Min/Watt, air delivery 130 CM/Min

(Minimum) Each 0 2,737.00 -

1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min

1400mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245 CM/Min

(Minimum) Each 0 2,913.00 -

Supply, Installation, Testing and Commissioning of 250 mm dia

Domestic Exhaust Fan Each 6 2,117.65 12,705.88

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - III 60,124.00 24,052.53

SUBHEAD - IV - DISTRIBUTION BOARDS

Supplying and fixing following way, single pole and neutral, sheet

steel, MCB distribution board, 240 V, on surface/ recess, complete

1 DSR 2.3 with tinned copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, powder painted including earthing etc. as required.

(But without MCB/RCCB/Isolator)

1.1 DSR 2.3.1 6 way, Double door Each 0 2,390.00 -

1.2 DSR 2.3.2 8 way, Double door Each 1 2,773.00 2,773.00

1.3 DSR 2.3.3 12 way, Double door Each 2 2,503.00 5,006.00

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 V, on surface/

2 DSR 2.4 recess, complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including earthing etc.

as required. (But without MCB/RCCB/Isolator).

2.1 DSR 2.4.1 4 way (4 + 12), Double door Each 0 4,377.00 -

2.2 DSR 2.4.2 6 way (4 + 18), Double door Each 0 5,299.00 -

Supplying and fixing of following ways surface/ recess mounting,

vertical type, 415 V, TPN MCB distribution board of sheet steel, dust

protected, duly powder painted, inclusive of 200 A tinned copper bus

bar, common neutral link, earth bar, din bar for mounting MCBs (but

without MCBs and incomer ) as required . (Note : Vertical type MCB

TPDB is normally used where 3 phase outlets are required.)

Digitally signed by JAYA

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles

in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

4.2 2.10.2 Single Pole and Neutral Each 0 643.00 -

Supplying and fixing following rating, double pole, 240 V, isolator in

5 DSR 2.12 the existing MCB DB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in the

6 DSR 2.13 existing MCB DB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing single pole blanking plate in the existing MCB DB

complete etc. as required. Each 4 14.00 56.00

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - IV 45,113.00 -

SUBHEAD - V- UPS SYSTEM

Online UPS - Input supply: Single Phase, Output Supply: Single

Supplying, installation, Testing & Commissioning of following capacity

at full load (Unity Power Factor) ON LINE Uninterrupted Power

Supply (UPS) system suitable for Single Phase input, Single Phase

output AC Supply. The UPS shall include a Rectifier, inverter, battery

bank suitable for 30 minutes back up (Battery VAH capacity shall not

be less than 1600 VAH per KVA of UPS rating per Hour backup time)

on full load (Battery shall be VRLA, SMF in ABS Container) and Static

Bypass switch along with provision for manual bypass, suitable,

isolation transformer for additional protection against neutral faults etc.

The UPS systems shall be Microprocessor based Digital Control,

using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier &

inverter with PWM (Pulse Width Modulation) Technology. The quality

of design, manufacturing and inspection process should confirm to

the relevant Inter-national standards such as IEC/EN/VDE. The

operating efficiency of the UPS systems shall be >95% at 100% non-

linear loads. Current total harmonic distortion(ITHD)/ total

demand distortion (TDD) on the input grid shall be < 5% at 100

%load. (The required LC filters shall be included in UPS cost),

extreme power factor kit to be include to limit the input pf to 0.99 and

output power factor shall be unity (i.e. kw rating of the UPS shall be

kva rating x 1 ) however UPS shall be suitable to take load at 0.7

laging to 0.7 leading power factor loads. UPS shall be suitable for

incoming supply AC single phase 160-270V 50 Hz and delivering

output AC supply true sine wave single phase 220/230/240 Volt, 50

Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1

minute. Operating temperature 0 to 40 0C, Relative humidity 0-95%

non condensing, noise level less than 60db at 1 meter distance,

Protection for Under voltage, over voltage, abnormal output voltage,

battery over charging, output over current, short

circuit, battery deep discharge , 10 KV surge. Display for

watt/VA,Amp and Voltage power parameters etc. UPS shall comply

with low voltage electromagnetic compatibility (EMC) achieved as per

EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and

Frequency Independent (VFI) type UPS (as per standard IEC 62040-1,

2 & 3) . The UPS should be with IGBT Based Inverter Technology,

Communication RS232/ RS485/ SNMP port open protocol for BMS

integration as per approved by Engineering in charge. Required

battery racks, DC breaker of suitable rating and interconnecting

copper conductor cable of suitable size and connectors and all

required accessories are inclusive in the cost. The UPS should have

QR code which should contain drawing, test report OEM manual, Geo-

Tag of manufacturing location etc

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - V 55,233.00 -

SUB HEAD -VI - LT CABLES & CABLE TRAYS, TERMINATIONS

Laying of one number PVC insulated and PVC sheathed / XLPE

power cable of 1.1 KV grade of following size direct in ground

including excavation, sand cushioning, protective covering and refilling

the trench etc as required.

Digitally signed by JAYA

1.2 DSR-10.1.2 Above 35 sq mm and up to 95 sq mm. Metre 0 475.00 PRAKASH -GURU

1.3 DSR-10.1.3 Above 95 sq mm and up to 185 sq mm. Metre 10 497.00 4,970.00

Laying of one number PVC insulated and PVC sheathed / XLPE

2 DSR 10.5 power cable of 1.1 KV grade of following size in the existing RCC/

HUME/ METAL pipe as required.

2.2 DSR-10.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 0 72.00 -

2.3 DSR-10.5.3 Above 95 sq.mm and upto 185 sq.mm Metre 10 97.00 970.00

3 DSR 4.1 S/ F powder coated of approved shade MS Cable Trays

Supplying and installing following size of perforated painted with

powder coating M.S. cable trays with perforation not more than 17.5%,

in convenient sections, joined with connectors, suspended from the

ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc. as required..

3.1 DSR 4.1.1 100 mm width X 50 mm depth X 1.6 mm thickness Metre 30 623.00 18,690.00

3.2 DSR 4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 10 686.00 6,860.00

S/ F powder coated of approved shade MS Cable Tray Bends

Supplying and installing following size of perforated powder coated of

approved shade M.S. cable tray bends with perforation not more than

17.5%, in convenient sections, joined with connectors, suspended

from the ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.

4.1 DSR 4.2.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 3 948.00 2,844.00

4.2 DSR 4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 2 1,105.00 2,210.00

S/ F powder coated of approved shade MS Cable Tray Tee's

Supplying and installing following size of perforated powder coated of

approved shade M.S. cable tray tee's with perforation not more than

17.5%, in convenient sections, joined with connectors, suspended

from the ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.

5.1 DSR 4.3.1 100 mm width X 50 mm depth X 1.6 mm thickness Each 2 1,089.00 2,178.00

5.2 DSR 4.3.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 1 1,281.00 1,281.00

Supply of following sizes of XLPE insulated Aluminum conductor

strip/ wire Armoured, overall PVC sheathed 1.1 KV grade cables

conforming to relevant IS-7098 Code and technical specifications.

XLPE Insulated Copper Armoured Cables

Supply and making End termination with brass Single/ Double

compression gland including providing and crimping of

aluminum/copper solderless lugs/ferrules for XLPE/PVC insulated

armoured power aluminum/copper conductor cables 1.1 KV grade of

following sizes:

SINGLE COMPRESSION GLAND FOR AI. AR. CABLE

Single Compression Gland for Cu. Cable

Supplying and making end termination with brass compression gland

and aluminium lugs for following size of PVC insulated and PVC

sheathed / XLPE aluminium conductor cable of 1.1 KV grade as

TOTAL CARRIED TO SUMMARY SHEET FOR SUBHEAD VI 58,455.00 1,41,666.73

SUB HEAD -VII - EARTHING SYSTEM

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with cover

plate having locking arrangement and watering pipe of 2.7 metre long

Digitally signed by JAYA

etc. with charcoal/ coke and salt as required.

Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick including

accesssories, and providing masonary enclosure with cover plate (CI

2 DSR 5.6 heavy duty) having locking arrangement and watering pipe of 2.7 mtr

long etc. with charcoal or coke and salt ) as required.

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe

3 DSR 5.11 from earth electrode including connection with G.I. nut,bolt, spring,

washer excavation and re-filling etc. as required. Metre 50 755.00 37,750.00

Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I.

4 DSR 5.10 pipe from earth electrode including connection with brass nut, bolt,

spring, washer excavation and re-filling etc. as required. Metre 0 1,638.00 -

Providing and fixing 25 mm X 5 mm copper strip on surface or in

5 DSR 5.14 recess for connections etc. as required. 2 nos used for 50 x 5 for the

Neutral earthing of euipments ) Metre 0 1,246.00 -

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess

for connections etc. as required. Metre 60 287.00 17,220.00

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for

7 DSR 5.18 loop earthing along with existing surface/ recessed conduit/ submain

wiring/ cable as required. Metre 80 50.00 4,000.00

TOTAL CARRIED TO SUMMARY SHEET FOR SUBHEAD VII 75,672.00 -

SUBHEAD - VIII - CCTV SYSTEM

Supplying, drawing, Installation, Testing and commissioning of Cat6A

UTP 4 pair, 23 AWG solid copper cable in existing conduit/ on

surface, U/FTP, LSZH, Non-Plenum, Horizontal (solid) Cable suitable

for high speed data networking application supporting upto 10Gbps

over a 100 meter channel. The 4 Unshielded Twisted Pairs

(UTP)cable with color coded insulation for easy indentification should

have FLAME PROPERTIES i.e. Flammability Test - IEC 60332-1,

Smoke Density - IEC 61034, LSZH standards compliance:

ANSI/TIA568 C.2, ISO/IEC 11801, IEEE 802.3an, RoHS. Delay Skew

should be < 45NS. The outer Cable Diameter should be 7.5 + 2 mm.

Cable should have been tested and verified by UL/ ETL. (1 Run of

Supplying Installation Testing and Commissioning of 5/6MP IP IR

Dome Camera having following spcifications and features etc :-

1)Type of Camera: Dome Camera 2) Image Sensor: 1/2.8" or better

progressive Scan CMOS get color image even at night condition 3)

Signal System: PAL/NTSC 4) Minimum Illumination: 0.008Lux@

F1.4, AGC ON, 0 lux with IR or better , 5) Imaging: 1/3s to 1/30000s

Shutter Support, Auto Gain Control , White Balance- Auto, Back Light

Compensation, Multi zone Privacy Masking, HLC, Digital

Watermarking. 6) On Screen Display: Camera should display Camera

title, Date & Time in live & recorded video both. 7) Signal to Noise

Ratio: > 50 dB , 8) Day & Night: True Day & Night High Performance

Mechanical IR cut filter with auto switch, IR Source- Inbuilt IR LED's

with effective distance upto 50 Mtrs integrated IR 30 Mtrs for colour

view in night. 9) Video Compression (Minimum): H.265 or better,

H.265, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC,

G.723 10) Wide Dynamic Range: WDR (120db or more) 11) Digital

2 DSR 40.5 Noise Reduction: DNR (2D/3D) On/Off 12) Streaming: Triple

streaming, configurable 13) Video Streaming & Frame Rates: Triple

streaming , configurable Main stream: 5/6MP @25/30 fps, Sub

streams: D1@25/30 fps or better 14) Image Setting: Rotate Mode,

saturation, brightness, contrast, sharpness adjustable through client

software or web browser 15) Profile Management: User configuration

import, export 16) Security: User Authentication, Water Marking 17)

Onboard Storage: Camera should support built-in Micro

SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with

minimum 128GB memory Card. 18) Recording Management: Format

SD, overwrite, storage management, video to NAS device, 19) Edge

Analytics : Tripwire, Intrusion, Motion Detection 20) Alarm Trigger :

Motion/tampering detection; network disconnection detection; IP

conflict detection; memory card state detection; memory space

detection 21) Alarm Support: It should have 1/1 Alarm In/ Out Port

22) Audio Support: It should have 1x Built-In Mic and 1/1 Audio In/ Out

Port for external Mic. and Speaker (As per siterequirement) with

5/6MP ((3200 × 1800)@20 fps or better) IP IR 2.8/ 3.6/6/8/12 mm

fixed lens (as per site requirement) outdoor bullet Camera Nos 4 12,800.00 51,200.00

Digitally signed by JAYA

Supplying Installation Testing and Commissioning of following

Channel Network Video Recorder (NVR) with camera licenses to

record for all channels having spcifications and features etc as

mentioned below : 1) Network Video Recorder Embedded/ Installed

OS (Linux)along with Camera Licenses for number of channels of

NVR to record per NVR and to provide a live view, storage and

simultaneously Multi-channel playback of all IP, IR camera or more

and must be ONVIF with minimum support of 256Mbps incoming

Bandwidth. 2) NVR should support H.265 or better, H.264, MJPEG,

MPEG4 support 3) Must support 1 channel Input, 1 channel Output,

RCA for Two-way Talk 4) Intelligent auto power on when power

resumes after power outage. 5) Storage: It should support minimum 2

SATA Slots with 20TB capacity/ Slot. 6) Connectivity Interface : 1 Nos.

x 10/100/1000 Mbps Ethernet Ports, 1x RS485, 1x RS232 7) Backup

Interface : Its should have 2 Nosx USB port (1x USB3.0, 1xUSB2.0)

8) Video Output Ports: 1x HDMI and 1 VGA 9) Alarm Ports: It should

have 4/1 Ch In/ Out ports to connect various type of external sensors

and output devices like hooter/ Siren etc. 10) Email & SMS Altert

options: Option for SMS/ Email Alerts to minimum 5 designated

mobile number for power failure, HDD failure, vandalism, tempring,

network disconnection and panic 11) Web & Mobile Application: Web,

Mobile app ( For iPhone, iPad, Android Phone) for alerts and viewing.

12) Protocols: HTTP, HTTPS, TCP/IP, IPv4, UDP, NTP, DHCP, DNS,

SMTP, UPnP, DDNS, Alarm Server, IP Search, Multicast, Auto

Registration, ONVIF 21.12(Profile T, Profile S, Profile G), CGI, SDK

and OEM Cloud for remote monitoring without any public IP need. 13)

Standards: CE, FCC, RoHS and BIS Certified 14) Power Supply :

Should support 12VDC, 4Amp or AC100 240V, 50/60Hz Power

supply. 15) Operating Condition : Ambient Temperature (-5°C to

50°C), humidity 90% (max) (non-condensing) 16) The VMS, NVR

application shall support all the features & functionalities of the offered

cameras. 17) VMS should consist of Base license and Channel

16 ChannelVMS should

Network be provided

Video Recorderwith camera

(NVR) Licenses

having display, with

Supplying, Installation, Testing and Commissioning following capacity

Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256

MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA

Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM,

UKCA, VCCI, CB-Scheme, TUV, UL Certifications.

Supplying, Installation, Testing and Commissioning of following size

LED display (LED monitor) industrial grade with 3840x2160 resolution

or better, USB playback, bluetooth and miracast connectivity, 4X

HDMI 2.0, DP 1.2, HDR 10/10+, brightness: 500-nits or better, Video

wall mode should be available, contrast ratio: 1200:1, OPS slot,

viewing angle (H/V): 170°/ 170°, response time less than 12ms,

Display control shall be on monitor screen and programmable with

remote (remote shall be supplied with system), Key Board, Optical

Mouse, etc. as required.

Supplying, installation, Testing and commissioning of following

capacity 24 port Layer 2 indoor Network Switch having features and

specifications etc. as mentioned here under: At least 24 X RJ-45

Gigabit Ethernet Ports and additional 2 X 10G Base -T with 4 X SFP

Ports with non-blocking architecture by having Switching capacity of

min. 168Gbps and packet forwarding rate of 125Mpps or higher, 16K

MAC table. Console Port, USB port, Stacking support of min. 8 units

per stack. Internal dual AC Power supply, STP, RSTP, MSTP, BPDU

Filter, BPDU Restriction, Min. 9K Jumbo Frame, LBD, IGMP Snooping

V1/V2/V3, MLD Snopping V1/V2. IGMP /MLD Groups 1K or more,

IPv4/IPv6 Loopback Interface, 16 L3 IP Interface, Ipv6 ND, VRRPv3,

UDP Helper, ECMP. VLAN: 802.1Ǫ, Port based, Ǫ-in-Ǫ, Multicast

6 DSR 39.3 VLAN, Protocol VLAN, VLAN Trunking, DHCP Snopping, Server,

server Screening. RADIUS , TACACS+ Authentication, ǪoS: 802.1P,

8 queues per port, ǪoS : WRR, Strict+WRR, WRED, 802.1p. ACL:

MAC based, IPv4C IPv6, TCP/UDP Port number, time based ACL,

FTP Client, SNMP V1, v2c, v3, SNMP traps, RMON, DHCP server,

relay, client, LLDP, LLDP-MED, OAM, Dying Gasp, 802.3ah, sflow,

RIP, OSPF v2/v3, policy based route, SSL, SSH. 6 kV surge

protection on all Gigabit Ethernet ports and on all GE RJ-45 access

ports. Certifications: UL, CE, FCC, RoHS, MTCTE, OEM/Product

must be on Trusted Telecom Portal of Department of

Telecommunication, Government of India,

24 port PoE Layer 2 Network Switch with PoE Support of 370W or

higher with each cooper port supporting 802.3at PoE+min Each 1 1,25,393.00 1,25,393.00

Supplying ,Installation, Testing and commissioning of HDMI Cable-

Digitally signed by JAYA

Supply and fixing of following size Wall Mount Rack having Fixed

Structure with 0.8mm CRCA Sheet, completely knocked-down

condition (CKD) Shape, Vertical Mounting Rail 1.6 mm with

'U'Marking, Minimum 2 cable entry/exit provision at Top and bottom

with rubber protection, Front 5mm Toughened Glass with lock, wall

mounting kit, Powder coated Color- RAL- 7035, complied with UL &

RoHS, 2 x 6 sockets 16A power distribution units, 3 numbers closed

cable organizer, Hardware mounting screws packet of 20 x 1 number,

etc. complete as required.

Supplying and fixing of following sizes of medium class PVC conduit

along with accessories in surface/recess including cutting the wall and

making good the same in case of recessed conduit as required.

TOTAL CARRIED TO SUMMARY FOR SUBHEAD -VIII 2,85,729.00 984.95

SUBHEAD -IX -DATA NETWORKING (STRUCTURE CABLING

SYSTEM PASSIVE)

Supplying, drawing, Installation, Testing and commissioning of Cat6A

UTP 4 pair, 23 AWG solid copper cable in existing conduit/ on

surface, U/FTP, LSZH, Non-Plenum, Horizontal (solid) Cable suitable

for high speed data networking application supporting upto 10Gbps

over a 100 meter channel. The 4 Unshielded Twisted Pairs

(UTP)cable with color coded insulation for easy indentification should

have FLAME PROPERTIES i.e. Flammability Test - IEC 60332-1,

Smoke Density - IEC 61034, LSZH standards compliance:

ANSI/TIA568 C.2, ISO/IEC 11801, IEEE 802.3an, RoHS. Delay Skew

should be < 45NS. The outer Cable Diameter should be 7.5 + 2 mm.

Cable should have been tested and verified by UL/ ETL. (1 Run of

Supplying and drawing following core Fiber Optic Cable having

corrugated steel armoring. The Fiber should be SM Fiber Central -

loose tube filled with Thixotropic jelly, duly following Standards: ISO

11801, IEC 60793-1/60794-1-2, ITU-T-REC G.652D and Telecordia

GR-20-core, High quality Electro Chromium Coated Corrugated Steel

tape (ECCS ) and HDPE- Sheath, Operating ambient Temperature

should be – 5 0C to +50 0C and Storage Temperatureshall be – 5 0C

2 DSR 39.19 to +50 0C, Max Attenuation ± 0.36 (db/ km) at Operational

Wavelength 1310 nm and ± 0.22 db / km at Operational Wavelength

1550 nm. type of fiber should be 9/125 / G.652D & Refractive Index

should be 1.4670/1.4675. The value for Mode-filed, Cladding Diameter

9.2 ± 0.4 µm and 125 ± 0.7 µm correspondingly. The Dispersion value

< 3.5 < 18 ps/nm-km and PMD value < 0.2 ps/km and Cable Cutoff

wavelength < 1260 nm i/c splicing & marking etc complete as

2.1 DSR 39.19.1 Single Mode 6 Core Optical fiber cable Mtr 0 64.00 -

Supply and fixing following port Rack Mount loaded LIU with pigtail,

Front-mounted cable saddles for jumper management, suitable to

manage both splices and terminations, Pre-assembled shelves in

multiple configurations, Rubber fiber slotted bracket built-in, metal

splice shelf to protect the fibers, 2 fiber spools built-in for 900μm tight

3 DSR 39.21 buffered fiber storing, Capable of storing up to 3 meters of 900μm tight

buffered fiber per adapter, Removable front and rear covers for better

access to interior of LIU, Should be Single / Multi mode LC Type fully

loaded. Accessory kit consists of cable ties, mounting ear screws, and

spiral wrap tube etc complete as required.

Supplying and fixing Patch Cord of Optical Fiber Multi Mode or Single

Mode LC to LC Fiber Duplex having high precision ceramic ferrule

with good concentricity, Fiber corning single mode G652D, Cable

Type 2mm with Mechanical specification Apex Offset < 50 µm, Fiber

4 DSR 39.22 Height + 100 nm, End-face radius of Curvature 7mm < R <25mm,

Repeatability < 0.2 db, Working ambient Temperature – 5 0C to +50

0C, StorageTemperature – 10 0C to +50 0C, Length -- 2meter, Type --

LC-LC Duplex etc complete as required.

Supplying, Installation, Testing and commissioning of CAT6 Copper

Information Outlet (IO) with face plate of color as per site requirement,

should have ETL/UL verification program certificate for compliance

with ANSI/TIA-568.2-D. All copper Cable and Components should be

from same OEM to maintain compatibility and interoperability etc.

complete as required. Nos 2 212.00 424.00

Supplying Installation Testing and Commissioning of 24 port Cat6

Patch Panel loaded. Must be of 1U height with clear label holders and

6 DSR 39.11 white label with the panel. 24 Ports Cat-6 Patch Panel should have

ETL/UL verification program certificate for compliance with ANSI/TIA-

568.2-D etc. complete as required. Each 1 5,278.00 5,278.00 -

Digitally signed by JAYA

Supplying, Installation, Testing and commissioning of following CAT6

7 DSR 39.12 Patch Cord should have ETL/UL verification program certificate for

compliance with ANSI/TIA-568.2-D

7.1 DSR 39.12.1 Copper Patch Cords of length 1m (3ft) Nos 2 151.00 302.00

7.2 DSR 39.12.2 Copper Patch Cords of length 3m (10ft) Nos 2 227.00 454.00

Supplying Installation Testing and Commissioning of 24 port Cat6

Patch Panel loaded. Must be of 1U height with clear label holders and

8 DSR 39.23 white label with the panel. 24 Ports Cat-6 Patch Panel should have

ETL/UL verification program certificate for compliance with ANSI/TIA-

568.2-D etc. complete as required.

Supplying, Installation, Testing and commissioning of small form-

9 DSR 39.6 Pluggable (SFP) for Network Switches. Must be hot Pluggable, RoHS

Complaint, etc. complete as required.

Supplying and fixing of following sizes of medium class PVC conduit

along with accessories in surface/recess including cutting the wall and

making good the same in case of recessed conduit as required.

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - IX 32,581.00 -

SUBHEAD -X - TELEPHONE NETWORKING SYSTEM

Supplying and drawing following pair 0.5 mm dia FRLS/HFFR PVC

insulated annealed copper conductor, unarmored telephone cable in

the existing surface/ recessed steel/ PVC

conduit as required.

1.1 NSI-1 20 Pair Cable As per Mtr 50 137.89 6,894.66

SITC of Analog telephone instrument with CLI facilities, flash, redial .

Supply, installation, testing and commissioning of following krone type

3 NSI-3 tag blocks enclosed in MS enclosure of suitable size with lockable

Supplying and fixing of following sizes of medium class PVC conduit

along with accessories in surface/recess including cutting the wall and

making good the same in case of recessed conduit as required.

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - X 21,480.00 11,819.42

SUB-HEAD -XI- : TV SYSTEM

Supplying and fixing following size/ modules, GI box along with

1 DSR 1.27 modular base & cover plate for modular switches in recess etc. as

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid

copper conductor PE insulated, shielded with fine tinned copper braid

and protected with PVC sheath in the existing surface/ existing

surface/ recessed PVC conduit as required.

Supply, laying, including termination testing & commissioning of RG-

3 NSI-1 11 co-axial cable of approved make for TV in existing conduit

complete in all respect as required. RM 120 119.00 - 14,280.00

Supply, erection, testing and commissioning of following Tap off with

boxes for CATV system.

4.3 NSI-2.3 Three way (T-3) Nos. 478.00 - -

Supply, erection, testing and commissioning of following of spliter with

Supplying and fixing of following sizes of medium class PVC conduit

along with accessories in surface/recess including cutting the wall and

making good the same in case of recessed conduit as required.

Digitally signed by JAYA

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - XI 26,464.00 19,664.00

Digitally signed by JAYA

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

FIRE FIGHTING ESTIMATE

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

Providing and fixing Fire Extinguishers (CO2 type powder ) 4.5 Kg Capacity

complete with all accessories as per manufacturers specifications.

Providing and fixing Fire Extinguishers (ABC type powder ) 9.0 Kg Capacity

complete with all accessories as per manufacturers specifications.

say in lacs - 0.57

Digitally signed by JAYA

WAC Engineers SQ- 1

PRAKASHPlumbing

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

ABSTRACT OF COST (BUS BOARDING PLATFORM SHED)

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON

SCHEDULED SCHEDULED NON SCHEDULED

1 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 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a

2.8.1 All kinds of soil CUM 81.650 260.3 21,253.50

2 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level:1:4:8 (1 cement : 4

coarse sand (zoneIII)derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from

4.1.8 natural sources) CUM 11.660 6812 79,427.92

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 /

Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate /

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% of the specified minimum

cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level -

Concrete of M25 grade with minimum cement content

3 RCC WORK IN BEAMS

Concrete of M30 grade with minimum cement content

6 All works above plinth level upto floor V level -

5.33.2.1 R.C.C. work in Columns CUM 0.970 9860.40 9,564.59

6 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level. Thermo-

5.22.6 Mechanically Treated bars of grade Fe-500D or more. QTL 132.880 10785 14,33,110.80

7 Centering and shuttering including strutting, propping etc.

and removal of form for all heights : -

(a) Foundations, footings, bases of columns, etc. for mass

(b) Lintels, beams, plinth beams, girders, bressumers and

cantilevers. with water proof ply 12 mm thick

(c) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. SQM 138.240 961.30 1,32,890.11

Digitally signed by JAYA

8 Designing (i/c cost of design vetting from reputed IIT, NIT

or equivalent Govt. Engineering College), fabricating,

testing, supplying, erection and fixing in position Self

Supported Truss less ROOFING SYSTEMS at roof level of

the structure for all heights and all levels, having the

following specifications Material Specification BM :

Imported /Colour Coated Galvalume BMT : 1.0 mm to 1.6

mm ; APT: 1.05 mm to 1.65 mm Tolerance : +-0.04mm

WIDTH : 912mm ; Tolerance : +-4mm YST (Yield

strength): 350 Mpa Coating: AZ 150 GSM. Colour : as

directed by the Engineer- in-Charge The scope of work

shall be including: (a) Structural analysis & design and

preparation of shop drawings for the specified design loads

conforming to IS Code (the system must passe the proof

test at 1.5 times design wind pressure without any failure

i/c Design vetting. (b) Consumables Anchors, Fasteners,

Washers, Epoxy Paint, Lacer, Rubber Paint etc (c)

Fabricating and supplying Hangers for electrical wiring

fitments as per the drawing (d) Making provision for

drainage system to make it watertight, providing suitable

gutter profiles at bottom (if required). This item includes

cost of all inputs of designing, labour for fabricating and

installation of Self Supported Truss less Roofing System,

T&P, scaffolding and other incidental charges including

wastages etc., enabling temporary structures and services,

cranes or cradles etc. as described above and as

specified. The item includes the cost of getting all the

structural and functional design including shop drawings

checked by a structural designer, dully approved by the

Engineer In-charge. The item also includes the cost of all

mock ups field tests on the assembled working system as

MR specified, cleaning and protection till the handing over of SQM 2809.43 3,252.00 91,36,266.36

9 the building

Providing for fixing

and occupation.

the end, the Contractor shall

unplasticised-Rigid PVC

rain water pipes conforming to IS: 13592 Type A including

jointing with seal ring conforming to IS: 5382 leaving 10mm

12.41.2 gap for thermal expansion. 110 mm. RM 67.200 377.40 25,361.28

10 Providing and fixing unplasticised-PVC pipe clips of

approved design to unplasticised-PVC rain water pipes by

means of 50x50x50 mm hard wood plugs, screwed with

MS screws of required length including cutting brick work

and fixing in cement mortar 1:4 (1 cement : 4 coarse sand)

and making good the wall etc. complete. 110 mm

11 Providing and fixing 15 cm wide, 45 cm overall semi-

circular plain G.S. sheet gutter with iron brackets 40x3 mm

size, bolts, nuts and washers etc., including making

necessary connections with rain water pipes complete.

0.80 mm thick with zinc coating not less than 275

SAY IN LACS 27.97 91.36

Digitally signed by JAYA

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

ABSTRACT OF COST

[Bus Platform & Bus Bay]

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

1 Excavation work by mechanical means (Hydraulic excavator)/ manual

means in foundation trenches or drains (not exceeding 1.5m in width

or 10 sqm on plan), including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soils as directed, within a lead of 50 m.

2.8.1 all kinds of soil CUM 73.80 260.30 19,210.14

2 Excavating, supplying, stacking and filling of local earth (including

by mechanical transport upto a lead of 5km also including ramming

and watering of the earth in layers not exceeding 20 cm in foundation

trenches, plinth, sides of foundation etc. complete for all lift.

3 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up

4 Supplying and filling in plinth with sand under floors, including watering,

2.27 ramming, consolidating and dressing complete. CUM 35.18 2123.75 74,713.53

5 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from

natural sources : 8 graded stone aggregate 40 mm nominal size

derived from natural sources)

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

class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1

7 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 cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

8 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

Digitally signed by JAYA

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

ELECTRICAL WORKS

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

1 1.1 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 steel conduit, with piano type

switch, phenolic laminated sheet, suitable size

MS box and earthing the point with 1.5 sq.mm

FRLS PVC insulated copper conductor single

core cable etc. as required.

2 1.7 Wiring for circuit/ submain wiring alongwith earth

wire with the following sizes of FRLS PVC

insulated copper conductor, single core cable in

surface/ recessed steel conduit as required.

3 2.4 Supplying and fixing following way, horizontal

type three pole and neutral, sheet steel, MCB

distribution board, 415 V, on surface/ recess,

complete with tinned copper bus bar, neutral

bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as

required. (But without MCB/RCCB/Isolator)

4 2.10.1 Supplying and fixing 5 A to 32 A rating, 240/415

V, 10 kA, “C”curve, miniature circuit breaker

suitable for inductive load of following poles in

the existing MCB DB complete with

connections, testing and commissioning etc. as

required. Nos 4.00 285 1,140.00

5 M.R. Supply, Installation and Commisioning LED

Flood Light 40W with Wall Bracket and all

necessary fittings required. Make Crompton,

Havells, Bajaj. Nos 10.00 7,555.00 75,550.00

6 M.R. Supplying, installation, testing, and

commissioning of 20W/22W Double Batten IP65

LED Tube Light Fixture, suitable for hanging

suspension, including GI suspension

rod/bracket, clamps, complete wiring connection

to existing point with PVC insulated copper wire,

testing and commissioning. The fixture shall be

industrial-grade, weatherproof, and suitable for

outdoor/railway/bus platform environments.

Approved Makes: Philips / Wipro / Bajaj /

Havells / Crompton / Syska.

7 M.R. Supply, Installation and Commisioning of

Industrial Air Circulatin High Speed Wall Fan

24" 250 Watt. Make Almonard, Bajaj. Nos 8.00 14,500.00 1,16,000.00

SAY IN LACS 1.99 2.29

Digitally signed by JAYA

Project :- DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF NEW BUS TERMINAL AT MATHALPUT UNDER NALCO

DEVELOPMENT WORK

RATE(Rs) AMOUNTS(Rs)

S.N. DSR-2023 DESCRIPTION OF ITEM UNIT QTY NON NON

SCHEDULED SCHEDULED

SCHEDULED SCHEDULED

Earth work in excavation by mechanical means (Hydraulic

excavator)/ manual means over areas (exceeding 30 cm in

2.7.3 depth, 1.5 m in width as well as 10 sqm on plan) including Cum 206.50 1432.95 2,95,904.18

getting out and disposal of excavated earth lead upto 50 m and

lift upto 1.5 m, as directed by Engineer-in-charge.

1 2.25A Excavating, supplying and filling of local earth (including royalty)

by mechanical transport up to a lead of 5 km, also including

ramming and watering of the earth in layers not exceeding 20

cm in trenches, plinth, sides of foundation etc., complete.

COST OF INTERNAL ROAD -

With Cement Concrete Pavement with Vacuum dewatered

Total Cost Rs. 42,81,477.45

Footpath with PCC base, 60 mm thick paver blocks

Providing and laying factory made chamfered edge Cement

Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed of 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. complete all as per direction of Engineer-in-Charge

60 mm thick cement concrete paver block of M-35 grade

with approved colour, design & pattern.

Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering. All work

upto plinth level. -

1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate

Centering and shuttering including strutting, propping etc. and

removal of form work for : -

Retaining walls, return walls, walls (any thickness) including

attached pilasters, buttresses, plinth and string courses fillets,

4.3.2 kerbs and steps etc. Sqm 36.00 842.50 30,330.00

Grand Total 5,39,583.00 -

Grand Total 5,39,583.00 -

II. SUB HEAD - II : EXTERNAL SEWERAGE SYSTEM

Providing, laying, jointing glazed stoneware pipes class SP -1

DSR Code with stiff mixture of cement mortar in the proportion of 1:1 ( 1

No.- 19.1 cement :1 fine sand ) including testing of joints etc. complete:

Providing and laying cement concrete 1:5:10 (1 cement : 5

DSR Code coarse sand : 10 graded stone aggregate 40 mm nominal size)

No.- 19.3 up to haunches of S.W. pipes including bed concrete as per

standard design : -

2.1 19.3.2 150 mm diameter S.W. pipe Metre 10 743.1 7,431.00

2.2 19.3.3 200 mm diameter S.W. pipe Metre 20 873.5 17,470.00

2.3 19.3.4 250 mm diameter S.W. pipe Metre 4.5 1016.9 4,576.05

Providing and fixing square-mouth S.W. gully trap grade 'A"

complete with C.I. grating brick masonry chamber with water

DSR Code tight C.I. cover with frame of 300x300 mm size ( inside ) the

No.- 19.4 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 :

19.4.3 180 x 150 mm Size P Type -

With Common Brunt clays FPS ( non modular ) bricks of class

designation 75 Each 2 2802.15 5,604.30

Digitally signed by JAYA

4 Constructing brick masonry manhole in cement mortar 1:4 (1

cement :4 coarse sand) with RCC top slab with 1:2:4 mix ( 1

cement : 2 coarse sand : 4 stone aggregate 20 mm nominal

size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand

: 8 stone aggregate 40 mm nominal size ) inside plastering 12

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

DSR Code finished with a floating coat of neat cement, foundation cocreate

No. 19.7 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate

40 mm norminal size),and making necessary channel in cement

concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone

aggregate 20 mm norminal size) finished with a floating coat of

neat cement complete as per standard design .

inside size 90x80 cms and 45 cms deep including CI cover with

frame ( light duty ) 455x610 mm internal dimensions total

weight of cover & frame to be not less than 38 kg (weight of

cover 23 kg & weight of frame 15 kg ) -

with common brunt clay FPS ( non modular ) bricks of class

5 Extra depth for manhole 90x80 cm

5.1 19.8.1.1 With FPS bricks class designation 7.5 Metre 1 8825.4 8,825.40

Excavating trenches of required width for pipes, cables etc.

including excavation for sockets and dressing of sides,

ramming of bottom depth upto 1.5 M including getting out the

excavated soil and then returning the soil as required in layers

not exceeding 20 cms in depth including consolidating each

deposited layer by ramming, watering etc. and disposing of

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

2.10.1 All Kinds of Soil -

Pipes,cables etc.exceeding 80mm dia.but not exceeding

Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910, on 12 mm dia steel bar

conforming to IS:1786, having minimum cross section as 23

mmx25 mm and over all minimum length 263 mm and width as

165 mm with minimum 112 mm space between protruded legs

having 2 mm tread on top surface by ribbing or chequering

DSR esides necessary and adequate anchoring projections on tail

7 Code length on 138 mm as per standard drawing and suitable to with

No.19.16 stand the bend test and chemical resistance test as per

pecifications and having manufacture’s permanent identification

mark to be visible even after fixing,including fixing in manholes

with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design.

I. EXTERNAL WATER SUPPLY

1 DSR Code Providing & Fixing G.I. Pipes complete with G.I.Fittings

No.-18.12 including trenching and refilling etc. (external work)

2 DSR Code Painting G.I. pipes and fittings with two coats of anticorrosive

No. -18.40 bitumastic paint of approved quality.

3 DSR Code Constructing masonry Chamber 30x30x50 cm inside, in brick

No.18.32 work in cement mortar 1:4 (1 cement :4 coarse sand) for stop

cock, with C. I. surface box 100x100 x75 mm (inside) with

hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement

:2 coarse sand : 4 graded stone aggregate 20 mm nominal

size), i/c necessary excavation, foundation concrete 1:5:10 ( 1

cement :5 fine sand:10 graded stone aggregate 40mm nominal

size ) and inside plastering with cement mortar 1:3 (1 cement :3

coarse sand) 12mm thick finished with a floating coat of neat

cement complete as per standard design

3.1 18.32.1 With Common burnt clay F.P.S ( non modular ) bricks of class

designation 100 A Each 2 1,993 3,985.20

Digitally signed by JAYA

4 NS-1 Providing and Fixing full way lever operated forged brass ball

valve of brass body with forged brass hard chromeplated steel

ball tasted to a pressure not less than 15 kg/sqcm with

threaded / flanged joints complete with nuts, bolts, gaskets,

washers etc. -

STROM WATER DRAIN

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m and

lift upto 1.5 m, as directed by Engineer-in-charge.

2.6.1 all kinds of soil Cum 99.90 177.50 17,732.52

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m. Cum 30.14 196.00 5,907.97

Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shttering - All work up

to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III)

derived from natural sources : 8 graded stone aggregate 40

mm nominal size derived from natural sources) Cum 13.78 6812.00 93,866.10

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 / Ordinary Portland

/Portland Slag cement, admixtures in recommended

proportions as per IS: 9103 to accelerate / 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% of the

specified minimum cement content, the contractor shall have

discretion to either re-design the mix or bear the cost of extra

Concrete of M25 grade with minimum cement content of 330 kg

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more. QTL 30.14 10785.00 3,25,089.06

Centering and shuttering including strutting, propping etc. and

removal of form for -

DSR-5.9.1 Foundations, footings, bases of columns, etc. for mass

DSR-5.9.2 Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc. Sqm 77.80 842.50 65,546.50

23.90 Providing and fixing factory made precast RCC perforated drain

covers, having concrete of strength not less than M-25, of size

1000 x 450x50 mm, reinforced with 8 mm dia four nos

longitudinal & 9 nos cross sectional T.M.T. hoop bars, including

providing 50 mm dia perforations

@ 100 to 125 mm c/c, including providing edge binding with

M.S. flats of size 50 mm x 1.6 mm complete, all as per direction

of Engineerin- charge. NOS 86.00 1399.95 1,20,395.70

Grand Total 9,95,897.20 -

Grand Total 9,95,897.20 -

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m and

lift upto 1.5 m, as directed by Engineer-in-charge.

2.6.1 all kinds of soil cum 56.06 177.50 9,950.25

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth: consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift up to 1.5 m.

Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shttering - All work up

4.1 to plinth level -

1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone

4.1.10 aggregate 40 mm nominal size). cum 16.61 6518.60 1,08,272.03

Digitally signed by JAYA

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. complete

40 mm thick with 20 mm nominal size stone aggregate

Providing and laying damp-proof course 40mm thick with

cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4

4.10 graded stoneaggregate 12.5mm nominal size) sqm 95.51 410.85 39,238.56

Centering and shuttering including strutting, propping etc. and

removal of form for all heights : -

Foundations, footings, bases of columns, etc. for mass

Brick work with F.P.S. bricks of class designation 75 in

foundation and plinth in : -

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 24.91 7132.25 1,77,696.86

12 mm cement plaster finished with a floating coat of neat

13.7 cement of mix : -

Grand Total 4,23,889.45 -

Grand Total 4,23,889.45 -

2.10 Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms,

depth upto 1.5 m, including getting out the excavated soil, and then

returning the soil as required, in layers not exceeding 20 cm in depth,

including consolidating each deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as directed, within a lead of 50

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia

19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes

with collars jointed with stiff mixture of cement mortar in the proportion

of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

4.1.10 Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5

coarse sand : 10 gradded stone aggregate 40 mm nominal size)

alround S.W. Pipes including bed concrete as per standard design.

150 mm diameter S.W.Pipe cum 5.74 6518.60 37,416.76

Grand Total 71,098.57 -

Grand Total 71,098.57 -

RAIN WATER HARVESTING

Earth work in excavation by mechanical means (Hydraulic

excavatior)/manual means over areas(exceeding 30cm in

depth. 1.5m in width as well as 10sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto 1.5m,

disposed earth to be levelled and neatly dressed.

upto 1.5m depth

In all kind of soil upto 1.5m to 3.0m. depth -

2.8.1+ all kinds soil

In all kind of soil upto 3.0m to 4.5m. depth -

2.9.1+ all kinds soil

In all kind of soil upto 3.0m to 4.5m. depth -

2.9.1+ all kinds soil

4.10 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering -All work

up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III)

derived from natural sources : 10 graded stone aggregate 40

mm nominal size derived from natural sources)

6.10 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 13.14 7132.25 93,717.77

5.30 Reinforced cement concrete work inbeams, suspended floors,

roofs having slope up to 15º landings, balconies, shelves,

chajjas, intels, bands plain window sills, staircases and spiral

stair cases up to floor five level excluding the cost of centering,

shuttering, finishing and reinforcement with 1:1.5:3 (1 cement

:1.5 coarse sand :3 graded stone aggregate 20mm nominal

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level. -

5.22.1 Mild steel and Medium Tnsile steel bars. Kg 63.00 107.10 6,747.30

Centring and shuttering including struting , proping etc and

removal of form for : -

Digitally signed by JAYA

5.9.3 Suspended floors, roofs, landings, balconies and access

Edges of slabs and breaks in floors and walls -

13.40 12 mm cement plaster on rough side of single or half brick wall

Providing and fixing in position precast RCC manhole cover and

frame of required shape and approved quality. -

19.19.3.1 HD-20- Circular shape 560mm internal diameter No. 2.00 1675.70 3,351.40

23.10 Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including

collecting samples from different strata, preparing and

submitting strata chart/bore log, including hire & running

charges of all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer-incharge,

upto 90 metre depth below ground level.

23.1.1.1 Rockey strata including Boulders (300 mm dia M 20.00 707.75 14,155.00

23.40 Supplying, assembling, lowering and fixing in vertical position in

bore well unplasticized PVC medium well screen (RMS) pipes

with ribs, conforming to IS: 12818, including hire & labour

charges, fittings & accessories etc. all complete, for all depths,

as per direction of Engineer-in-charge.

23.50 Supplying, filling, spreading & leveling stone boulders of size

range 5 cm to 20cm, in recharge pit, in the required thickness,

for all leads & lifts, all complete as per direction of Engineer-in-

23.60 Supplying, filling, spreading & leveling gravels of size range 5

mm to 10mm, in the recharge pit, over the existing layer of

boulders, in required thickness, for all leads & lifts, all complete

as per direction of Engineer-in-charge. cum 1.57 1538.25 2,415.05

23.70 Supplying, filling, spreading & leveling coarase sand of size

range 1.5 mm to 2mm in recharge pit, in required thickness

over gravel layer, for all leads & lifts, all complete as per

direction of Engineer-in-charge. cum 1.57 1538.25 2,415.05

23.80 Gravel packing in tubewell construction in accordance with IS:

4097, including providing gravel fine/medium/coarse, in

required grading & size as per actual requirement, all complete

as per direction of Engineer-in-charge. Cum 1.00 2024.50 2,024.50

DESILTING CHAMBER -

Earth work in excavation by mechanical means (Hydraulic

excavatior)/manual means over areas(exceeding 30cm in

depth. 1.5m in width as well as 10sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto 1.5m,

disposed earth to be levelled and neatly dressed. -

upto 1.5m depth -

upto 1.5m to 3.0m. depth -

2.8.1+2.26 all kinds soil

upto 3.0m to 4.5m. depth -

2.8.1+2.26 all kinds soil

4.10 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering -All work

up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III)

derived from natural sources : 10 graded stone aggregate 40

mm nominal size derived from natural sources)

6.10 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 : 6coarse sand) Cum 12.48 7132.25 89,010.48

5.30 Reinforced cement concrete work inbeams, suspended floors,

roofs having slope up to 15º landings, balconies, shelves,

chajjas, intels, bands plain window sills, staircases and spiral

stair cases up to floor five level excluding the cost of centering,

shuttering, finishing and reinforcement with 1:1.5:3 (1 cement

:1.5 coarse sand :3 graded stone aggregate 20mm nominal

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level. -

5.22.1 Mild steel and Medium Tnsile steel bars. Kg 114.00 107.10 12,209.40

Digitally signed by JAYA

Centring and shuttering including struting , proping etc and

removal of form for : -

5.9.3 Suspended floors, roofs, landings, balconies and access

Edges of slabs and breaks in floors and walls -

13.40 12 mm cement plaster on rough side of single or half brick wall

19.15 Providing M.S. foot rests including fixing in manoholes with

20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3

coarse sand : 6 graded stone aggregate 20mm nominal size)

as per standard design: -

19.15.1 With 20x20mm square bar Nos. 20.00 544.70 10,894.00

Providing and fixing in position precast RCC manhole cover and

frame of required shape and approved quality. -

19.19.1.1 LD-2.5 Rectangular shape 600x450mm internal dimensions

AR Constructing brick masonry INSPECTION chamber 60x60x60

cm with bricks of class designation 75 in cement mortar 1:6 (1

cement : 6 coarse sand) including CI cover with frame LIGHT

WEIGHT complete as per design. With FPS bricks

Grand Total 4,34,860.56 -

Grand Total 4,34,860.56 -

SEPTIC TANK (200 USER'S)

Excavation work by mechanical means (Hydraulic excavator)/ manual

means in foundation trenches or drains (not exceeding 1.5m in width or

10 sqm on plan), including dressing of sides and ramming of bottoms,

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

surplus excavated soils as directed, within a lead of 50 m.

Excavation work by mechanical means (Hydraulic excavator)/ manual

means in foundation trenches or drains (not exceeding 1.5m in width or

10 sqm on plan), including dressing of sides and ramming of bottoms,

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

surplus excavated soils as directed, within a lead of 50 m.

Earth work in Excavation 1.50-3.00 mtr -

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead up to

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate

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 @ 330 kg/cum.“Excess/ less cement

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

5.33.1 Upto plinth level Cum 25.22 9504.75 2,39,709.80

Centering and shuttering including strutting, propping etc. and removal

of form for: -

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

Lintels, beams, plinth beams, girders, bressumers and cantilevers. -

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

5.9.16 Edges of slabs and breaks in floors and walls. -

Reinforcement for R.C.C. work including straightening, cutting, bending,

5.22 placing in position and binding all complete. -

5.22.6 Thermo-Mechanically Treated bars. Kg 2269.80 107.85 2,44,797.93

Digitally signed by JAYA

52 mm thick cement concrete flooring with concrete hardener topping

under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) and top layer

12mm thick cement hardener consisting of mix 1:2 (1 cement hardener

mix : 2 graded stone aggregate 6mm nominal size) by volume.

Hardening compound is mixed @ 2 litre per 50kg of cement or as per

manufactures specifications. This includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.

13.16 6 mm cement plaster on rough side of single or half brick wall of mix: -

Providing and fixing in position pre-cast R.C.C. manhole cover and

frame of required shape and approved quality -

19.19.3.1 Circular shape 560 mm internal diameter Nos 2.00 1675.70 3,351.40

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS

: 1786 having minimum cross section as 23 mmx25mm and over all

minimum length 263 mm and width as 165mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per

specifications and having manufacture’s permanent identification mark

to be visible even after fixing, including fixing in manholes with

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :

6 graded stone aggregate 20 mm nominal size) complete as per

17.35 Providing and fixing soil, waste and vent pipes -

17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. Mtr 5.40 1180.75 6,376.05

Providing and fixing terminal guard : -

17.56.1.2 Sand cast iron S&S as per IS - 3989 Nos 1.00 506.00 506.00

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry

brick honey comb shaft with bricks of class designation 75 and S.W.

drain pipe 100 mm diameter, 1.8m long complete as per standard

19.32.1 design.With F.P.S. bricks Nos 1.00 26861.90 26,861.90

Grand Total 7,80,309.21 -

Grand Total 7,80,309.21 -

6 m wide MAIN ENTRY/EXIT GATE (2Nos.)

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

2.8.1 dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus

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

Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work

up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III)

derived from natural sources : 8 graded stone aggregate 40

mm nominal size derived from natural sources)

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 / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / 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% of the specified minimum

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 -

Concrete of M25 grade with minimum cement content of

5.33.1.1 (iii) R.C.C. work in Columns CUM 0.95 9504.75 9,015.06

All works above plinth level upto floor V level -

5.33.2.1 (i) R.C.C. work in Columns CUM 1.72 9860.4 16,913.89

Digitally signed by JAYA

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level. Thermo-Mechanically Treated bars of grade

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

15 mm cement plaster on the rough side of single or half brick

wall of mix : 1:6 (1 cement: 6 coarse sand) SQM 50.21 395.35 19,850.05

Steel Painting:Applying priming coat: -

(a) With ready mixed red oxide zink chromate primer of

13.50.3 approved brand and manufacture on steel galvanised iron/steel

(b) Painting with synthetic enamel paint of approved brand

13.61.1 and manufacture to give an even shade: Two or more coats

Finishing walls with water proofing cement paint of required

13.44.1 shade : New work (Two or more coats applied @ 3.84 kg/10

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

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.

In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works

Centering and shuttering including strutting, propping etc. and

removal of form for all heights : -

Foundations, footings, bases of columns, etc. for mass

Suspended floors, roofs, landings, balconies and access

platform. with water proof ply 12 mm thick SQM 8.64 1028.4 8,885.38

Lintels, beams, plinth beams, girders, bressumers and

cantilevers with water proof ply 12 mm thick SQM 10.90 841.95 9,177.26

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. SQM 23.61 961.3 22,696.29

Grand Total 5,08,961.01 -

Grand Total 5,08,961.01 -

Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including

collecting samples from different strata, preparing and

submitting strata chart/ bore log, including hire & running

charges of all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer -in-charge,

up to 90 metre depth below ground level.

23.1.1 All Types of Soil -

23.1.2 Rocky strata including Boulders -

Boring/drilling bore well of required dia for casing/ strainer pipe,

by suitable method prescribed in IS: 2800 (part I), including

collecting samples from different strata, preparing and

submitting strata chart/ bore log, including hire & running

charges of all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer -in-charge,

beyond 90 metre & upto 150 metre depth below ground level.

23.2.2 Rocky strata including Boulders -

23.10 Supplying, assembling, lowering and fixing in vertical position in

bore well, ERW (Electric Resistance Welded) FE 410 mild steel

screwed and socketed/ plain ended casing pipes of required

dia, conforming to IS: 4270, of reputed & approved make,

including painted with outside surface with two coats of

anticorrosive paint of approved brand and manufacture,

including required hire & labour charges, fittings & accessories,

all complete, for all depths, as per direction of Engineer-in-

23.10.1 100 mm nominal size dia having minimum wall thickness 5.00

Digitally signed by JAYA

Supplying, assembling, lowering and fixing in vertical position in

bore well, ERW (Electric Resistance Welded) FE 410 plain

slotted (having slot of size 1.6/3.2 mm) mild steel threaded and

socketed/ plain bevel ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and approved make, having

wall thickness not less than 5.40 mm, including painted with

outside surface with two coats of anticorrosive bitumestic paint

of approved brand and manufacture, including hire & labour

charges, fittings & accessories, all complete, for all depths, as

per direction of Engineer -in-charge.

23.11.1 100 mm nominal size dia Metre 10 1456.8 14,568.00

23.5 Supplying, filling, spreading & leveling stone boulders of size

range 5 cm to 20 cm, in recharge pit, in the required thickness,

for all leads & lifts, all complete as per direction of Engineer-in-

23.6 Supplying, filling, spreading & leveling gravels of size range 5

mm to 10 mm, in the recharge pit, over the existing layer of

boulders, in required thickness, for all leads & lifts, all complete

as per direction of Engineer-in-charge. 20 1538.25 30,765.00

23.8 Gravel packing in tubewell construction in accordance with IS:

4097, including providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual requirement, all

complete as per direction of Engineer-in-charge. 10 2024.5 20,245.00

23.12 Development of tube well in accordance with IS : 2800 (part I)

and IS: 11189, to establish maximum rate of usable water yield