Construction for Development of basic infrastructure for new Industrial Estates at Sole Sungal, Akhnoor, Jammu, UT of JK

BILL OF QUANTITY

Descriptions Unit QTY RATE AMOUNT

2.0 EARTH WORK

Earth work in bulk excavation by mechanical means

(hydraulic excavator) over areas (exceeding 30 cm in

1 2.7 depth, 1.5 m in width as well as 10 m 2 on plan)

including disposal of excavated earth lead upto 50 meters

and lift upto 1.5 m, as directed by Engineer-in-Charge.

2.7.1 a) All kinds of soil cum 440.30 187.30 82468.19

2.7.2 b)Ordinary Rock cum 60.00 392.80 23568.00

Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked material :

2.10.2 Ordinary Rock cum 40.00 161.00 6440.00

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

3 2.11 exceeding 20 cm in depth, consolidating each deposited cum 480.21 218.40 104877.86

layer by ramming and watering, lead upto 50 m and lift upto

Excavating, supplying and filling of local earth (including

royalty)by mechanical transport upto a lead of 5 km also

2.11a including ramming and watering of the earth in layers not cum 1905.00 276.60 526923.00

exceeding 20 cm in trenches, plinth, sides of foundation etc.

Surface dressing of the ground including removing vegetation

and in-equalities not exceeding 15 cm deep and disposal of

rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of

Supplying and filling in plinth with local sand under floors,

4 2.23 including watering, ramming, consolidating and dressing cum 240.00 1204.50 289080.00

Clearing jungle including uprooting of rank vegetation, grass,

brush wood, trees and saplings of girth upto 30 cm measured

2.25 at a height of 1 m above ground level and removal of rubbish sqm 13500.00 12.49 168628.50

upto a distance of 50 m outside the periphery of the area

Felling trees of the girth (measured at a height of 1 m above

ground level) including cutting of trunk and branches,

removing the roots and stacking of serviceable material and

disposal of unserviceable material. 2.27.1 Beyond 30 cm

girth upto and including 60 cm girth. 2.27.2 Beyond 60 cm

girth upto and including 120 cm girth. 2.27.3 Beyond 120 cm

girth upto and including 240 cm girth. 2.27.4 Above 240 cm

2.27.1 Beyond 30 cm girth upto and including 60 cm girth. each 153.00 379.05 57994.65

2.27.2 Beyond 60 cm girth upto and including 120 cm girth. each 142.00 1683.00 238986.00

2.27.3 Beyond 120 cm girth upto and including 240 cm girth. each 35.00 7795.70 272849.50

Supplying chemical emulsion in sealed containers including

5 2.28 delivery as specified. Chlorophriphos/Lindane emulsifiable litre 131.31 200.70 26353.92

concentrate of 20%

Diluting and injecting chemical emulsion for POST-

CONSTRUCTIONAL antitermite treatment.

Along external wall where the apron is not provided using

chemical emulsion (Chlorophriphos/ Lindane E.C. 20% with

2.29.1 1% concentration) @ 7.5 litres/sqm of the vertical surface of metre 126.42 28.95 3659.86

the sub-structure to a depth of 300 mm including excavation

of channel along the wall & rodding etc. complete:

Treatment of soil under existing floors using chemical

emulsion (Chlorophriphos/Lindane E.C. 20% with 1%

concentration) @ one litre per hole, 300mm apart including

drilling 12 mm diameter holes and plugging with cement

mortar 1:2 (1 cement :2 coarse sand) to match the existing

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Total of Earth work 2338333.56

4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified

8 4.4 grade including curing but excluding the cost of centring and

shuttering. All work upto plinth level with:

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size)

Providing and laying damp-proof Course 40 mm thick with

9 4.17 cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded sqm 45.76 346.70 15864.99

stone aggregate 20 mm nominal size) and curing complete

Providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per

manufacturer’s specification. (1 kg of water proofing material

in 50 kg of cement)

Applying a coat of residual petroleum bitumen of grade VG-

10 of approved quality using 1.7 kg per square meter on

damp proof courses after cleaning the surface with brushes

and finally with a piece of cloth lightly soaked in kerosene oil.

Making plinth protection 50mm thick of cement concrete

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate

20 mm nominal size) over 75mm bed of stone aggregate

40mm nominal size well rammed and consolidated and

grouted with fine sand including finishing the top smooth and

curing complete

Total of Concrete work 388279.41

5.0 REINFORCED CEMENT CONCRETE

Centering & shuttering including strutting, propping etc. and

removal of form work for:

Foundations, footings, bases of columns etc. for mass

Walls (any thickness) including attached pilasters,

buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

Lintel, beams, plinth beams, girders, bressumers and

13.5 5.9.6 Columns, pillars, piers, abutments, posts and struts. sqm 375.72 742.55 278990.89

13.6 5.9.16 Edges of slabs and breaks in floors and walls

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level and above:- Thermo-Mechanically Treated

bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work including straightening,

15 5.22A cutting, bending, placing in position and binding all complete

above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or

Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections.

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-

incharge. Note: - Cement in this item is @ 330 kg/ cum.

Excess or less cement used as per design mix is content

considered payable or recoverable separately.

17 5.34.1 All works upto plinth level cum 84.88 8021.10 680830.97

18 5.34.2 All works above plinth level upto floor V level cum 64.26 9412.05 604818.33

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Extra for providing richer mixes at all floor levels. Note:-

19 5.35 Excess/ less cement over the specified cement content used

is payable/ recoverable separately.

Providing M-30 grade concrete instead of M-25 grade

5.35.1 BMC/RMC. (Note:- Cement content considered in M-30 is @ quintal 49.38 98.80 4878.74

Add or deduct for using more or less cement in the items of

5.36 design mix over and above the specified cement content Quintal 80.00 941.00 75280.00

Total of Reinforced Cement Concrete 5342062.93

6.0 BRICK WORK

Brick work with common burnt clay (non-modular) bricks of

20 6.1 class designation 7.5 in foundation and plinth including curing

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 301.16 7877.40 2372357.78

Extra for brick work with common burnt clay bricks/cement

21 6.4 concrete bricks in superstructure above plinth level upto floor cum 108.09 1455.65 157341.21

Half brick masonry with common burnt clay (non-modular)

22 6.15 bricks of class designation 7.5 in foundations and plinth

including curing in :

6.15.2 Cement mortar 1:4 ( 1 cement : 4 coarse sand) sqm 59.97 947.25 56802.89

Extra for half Brick masonry in superstructure above plinth

level upto floor V level.

Extra for providing and placing in position 2 Nos. 6mm dia.

M.S. bars at every third course of half brick masonry

Total of Brick work 2603664.18

8.0 MARBLE & GRANITE WORK

Providing and fixing 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

25 8.2 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

b)Granite of any colour or shade (Area of slab over 0.5

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 including cleaning

Extra for providing opening of required size and shape

for wash basin/ kitchen sink in kitchen platform, vanity

27 8.5 counters and similar location in marble/granite / stone each 2.00 778.50 1557.00

work including necessary holes for pillar taps etc. including

moulding, rubbing and polishing of cut edges etc. complete.

Stone tile work for wall lining upto 10m height with special

adhesive like araldite or equivalent over 12mm thick bed of

28 7.40.1 cement mortar 1: 3 (1 cement : 3 coarse sand) including

pointing in white cement with an admixture of pigment to

match the stone shade.

7.40.1.1 Granite stone of any colour and shade sqm 200.18 2774.30 555359.37

Total of Marble & Granite works 621378.89

Frames and trusses

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 and length (hold fast lugs or with dash fasteners

shall be paid for separately):

9.1.5 a)First class kail wood cum 0.49 108897.35 53523.05

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing and fixing ISI marked flush door shutters

conforming to IS: 2202 (Part I) decorative type, core of block

30 9.21 board construction with frame of 1st class hard wood and well

matched teak 3 ply veneering with vertical grains or cross

bands and face veneers on both faces of shutters.

With ISI marked M.S. pressed butt hinges bright finished of

required size with necessary screw(35mm)

Extra for providing and fixing flush doors with decorative

31 9.23.1 veneering instead of non-decorative ISI marked flush door sqm 25.83 508.40 13131.97

shutters conforming to ISI: 2202 (Part-I)

Extra for cutting rebate in flush door shutters (Total area of

the shutter to be measured).

Providing 40x5 mm flat iron hold fast 40 cm long including

fixing to frame with 10 mm diameter bolts, nuts and wooden

33 9.52 plugs and embeddings in cement concrete block 30x10x15 each 100.00 207.35 20735.00

cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size).

Providing and fixing aluminum die cast body tubular type

universal hydraulic door closer (having brand logo with IS:

34 9.84 3564, embossed on the body, door weight upto 35 kg and each 11.00 1628.00 17908.00

door width upto 700 mm), with necessary accessories and

screws etc. complete :

Providing and fixing wooden moulded beading to door and

9.40 window frames with iron screws, plugs and priming coat on

unexposed surface etc. complete:

35 9.40.3 a)second class kail wood

Providing and fixing aluminum tower bolts ISI marked

anodized (anodic coating not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour or shade with

necessary screws etc. complete :

Providing and fixing aluminum sliding door bolts ISI marked

anodized (anodic coating not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour or shade with

nuts and screws etc. complete :

Providing and fixing bright /matt finished Stainless Steel

38 9.162 handles of approved quality & make with necessary screws

etc all complete.

Providing and fixing aluminum handles ISI marked anodized

(anodic coating not less than grade AC 10 as per IS: 1868)

transparent or dyed to required colour and shade with

necessary screws etc. complete.

Providing and fixing aluminum hanging floor door stopper, ISI

marked, anodized (anodic coating not less than grade AC 10

39 9.103.2 as per IS : 1868) transparent or dyed to required colour or each 6.00 63.45 380.70

shade with necessary screws etc. complete :

Twin rubber stopper

Providing and fixing aluminum tee channels (heavy duty) with

rollers, stop end in pelmets as curtain rods.

Total of Wood work 216455.15

10.0 STEEL WORK

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

In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works.

Providing and fixing hand rail of approved size by welding

etc. to steel ladder railing, balcony railing, staircase railing

and similar works, including applying priming coat of

approved steel primer.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

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 ,including fixing the railing with

necessary accessories and 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, (for payment purpose

only weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners

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.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover Sqm 14.00 3305.00 46270.00

45 10.7 Providing and fixing ball bearing for rolling shutters. Each 4.00 531.55 2126.20

Extra for providing grilled rolling shutters manufactured out of

46 10.9 8 mm dia M.S. bar instead of laths as per design approved Sqm 14.00 668.95 9365.30

by Engineer-in- charge, (area of grill to be measured).

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

40x40x6 mm angle iron and 3 mm M.S. gusset plates at the

junctions and corners, all necessary fittings complete,

including applying a priming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 5.54 5493.90 30436.21

Total of Steel work 678924.22

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)

48 11.68 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.

Polished Granite stone slab jet Black, Cherry Red, Elite

Brown, Cat Eye or equivalent.

Extra for pre finished nosing to treads of steps of marble

Kota stone slab flooring 25 mm thick over 20mm (average)

thick base laid over and jointed with grey cement slurry mixed

50 11.36 with pigment to match the shade of the slab, including sqm 150.84 1891.75 285351.57

rubbing, polishing and curing complete with base of cement

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

Kota stone slab 20 mm thick in risers of steps, skirting, dado

and pillars laid on 12 mm ( average) thick cement mortar 1:3

51 11.37 (1 cement:3 coarse sand) and jointed with grey cement slurry sqm 16.84 2186.30 36817.29

mixed with pigment to match the shade of the slabs, including

rubbing, polishing and curing complete.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing and fixing Ist quality ceramic glazed wall tiles

conforming to IS : 15622 (thickness to be specified by the

manufacturer), of approved make, in all colours, shades

except burgundy, bottle green, black of any size as approved

52 8.31 by Engineer- in-Charge, in skirting, risers of steps and dados sqm 37.24 1229.10 45765.54

over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3

coarse sand) and jointing with grey cement slurry @ 3.3 kg

per sqm, including pointing in white cement mixed with

pigment of matching shade complete.

Providing and laying rectified Glazed Ceramic floor tiles of

300x300 mm or more (thickness to be specified by the

manufacturer), of 1st quality conforming to IS : 15622, of

approved make, laid on 20 mm thick cement mortar 1:4

(1Cement : 4 Coarse sand), including grouting the joints with

white cement and matching pigments etc., complete In colour

such as White, Ivory, Grey, Fume Red Brown

Total of Flooring work 427514.09

Providing and laying pressed clay tiles (as per approved

pattern 20mm nominal thickness and of approved size) on

roofs jointed with cement mortar 1:4 (1 cement : 4 coarse

54 12.28 sand) mixed with 2% integral water proofing compound laid sqm 79.48 606.50 48204.62

over a bed of 20mm thick cement mortar 1:4 (1 cement :4

coarse sand) and finished neat complete

Total of Roofing 48204.62

13.0 FINISHING

55 13.1 12 mm cement plaster mix :

15mm Cement plaster on the rough side of single or half

56 13.2 brick

Distempering with 1st quality acrylic distemper (ready

mixed)having VOC content less than 50 gms/litre, two or

57 13.51 more coats on new work of approved manufacturer, of sqm 213.93 89.90 19232.31

required shade and colour complete as per manufacturer’s

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade.

13.70.1 Two or more coats on new work sqm 4.24 131.85 559.04

Providing and applying white cement based putty of specified

thickness, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and

smooth complete.

French spirit polishing, Two or more coats on new works

including a coat of wood filler

6MM CEMENT PLASTER

61 13.17 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sqm 46.75 241.25 11278.44

Total of Finishing 176563.26

16.0 ROAD WORK

Supplying at site Angle iron post & strut of required size

including bottom to be split and bent at right angle in opposite

direction for 10 cm length and drilling holes upto 10 mm dia.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Welded steel wire fabric fencing with posts of specified

material and of standard design placed and embedded in

cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1

cement:5 fine sand : 10 graded stone aggregate 40 mm

nominal size), every 15th post, last but one end post and

corner post shall be strutted on both sides and end post on

one side only and struts embedded in cement concrete

blocks 70x45x50 cm of the same mix, provided with welded

steel wire fabric fixed between the posts fitted and

fixed with G.I. staples on wooden plugs or tied to 6 mm bar

nibs with G.I. binding wire (cost of posts, welded steel wire

fabric, painting, earth work in excavation and concrete to be

paid for separately).

Providing and fixing G.I. chain link fabric fencing of required

width in mesh size 50x50 mm including strengthening with 2

mm dia wire or nuts, bolts and washers as required complete

as per the direction of Engineer-incharge.

16.25.1 Made of G.I. wire of dia 4 mm sqm 92.16 809.90 74640.38

Total of Road Work 255757.82

22.0 ALUMINIUM WORK

Providing and fixing aluminum work for doors, windows,

ventilators and partitions with extruded built up standard

tubular sections/appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS: 1285, fixed

with dash fastener of required dia. and size including

necessary filling up of gaps at junctions i.e, at top, bottom

and sides with required EPDM rubber / neoprene gasket felt

etc. Aluminum sections shall be smooth, rust free, straight,

mitred and jointed mechanically wherever required including

cleat angle, Aluminum snap beading for glazing / panelling,

C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-

Charge (glazing, panelling and dash fasteners to be paid for

22.1.1 For fixed portion

Powder coated aluminum (minimum thickness of powder

coated 50 microns)

For shutters of doors, windows & ventilators including

providing and fixing hinges / pivots and making provision for

66 22.1.2 fixing of fittings wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings shall be paid for

Powder coated aluminum (minimum thickness of powder

coated 50 microns)

Providing and fixing glazing in aluminum door, window,

ventilator shutters and partitions etc. with EPDM rubber /

67 22.3 neoprene gasket etc. complete as per the architectural

drawings and the directions of engineerin- charge. (Cost of

aluminum snap beading shall be paid in basic item.)

With float glass panes of 5.0 mm thickness (weight not less

than 12.50 kg / sqm)

Providing and fixing double action hydraulic floor spring of

approved brand and manufacture IS : 6315 marked, having

brand logo embossed on the body/plate with double spring

mechanism and door weight upto 125 kg for doors including

cost of cutting floors, embedding in floors as required and

making good the same matching to the existing floor finishing

68 22.4 and cover plates with brass pivot and single piece M.S. sheet

outer box with slide plate etc. complete as per the direction of

Engineerin- plate etc. complete as per the direction of

Engineer-in-charge.

22.4.1 With Stainless Steel cover plate minimum 1.25 mm

22.4.2 With brass cover plate minimum 1.25 mm thickness

With Stainless Steel cover plate minimum 1.25 mm

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Filling the gap in between aluminum frame and 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.

22.8 Upto 5mm depth and 5mm width metre 91.01 97.15 8841.62

Providing and fixing 12 mm thick frameless toughened glass

door shutter of approved brand and manufacture, including

providing and fixing top & bottom pivot &double action

70 22.18 hydraulic floor spring type fixing arrangement and making sqm 9.80 4470.20 43807.96

necessary holes etc. for fixing required door fittings, all

complete as per direction of Engineer-in-charge (Door

handle, lock and stopper etc.to be paid separately).

Total of Aluminium Work 319008.74

23.0 WATER PROOFING

Providing and laying integral cement based water proofing

treatment including preparation of surfaces as required for

treatment of roofs, balconies, terraces etc consisting of

following operations.

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

cement admixed with water proofing compound conforming to

approved by Engineer-in-charge over the RCC Slab including

adjoining walls upto 300mm height including cleaning the

surface before treatment.

b) Laying brick bats with mortar using broken bricks/ Brick

Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1

71 23.7 Cement : 5 coarse sand) admixed with water proofing

compound conforming to IS 2645

and approved by Engineer-in-charge over 20mm 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

Engineerin- charge to required slope and treating similarly the

adjoining walls upto 300mm height including rounding of

Junctions of walls and slabs)

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

cement slurry using 2.75kg/sqm of cement admixed with

water proofing compound conforming to IS 2645 and

approved by Engineer-in-charge.

d) finishing the surface with 20mm thick joint less 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 300x300mm/sq 3mm deep.

e) The whole terrace so finished shall be flooded with water

for a minimum period of two weeks for curing and for final

test. All above operations to be done in order and as directed

and specified by Engineerin-charge. With average thickness

of 120mm and minimum thickness at khurra as 65 mm

Providing and laying water proofing treatment in sunken

portion/flat roofs of WCs, bathroom, terrace etc., by applying

cement slurry mixed with water proofing cement compound

consisting of applying : (a) First layer of slurry of cement @

0.488 kg/sqm mixed with with water proofing cement

compound @ 0.253kg/ sqm. This layer will be allowed to air

72 23.5 cure for 4 hours. (b) Second layer of slurry of cement @ sqm 112.75 485.10 54695.03

0.242 kg/sqm mixed with water proofing cement compound

@ 0.126 kg/sqm . This layer will be allowed to air cure for 4

hours followed with water curing for 48 hours. The rate

includes preparation of surface, treatment and sealing of all

joints, corners, junctions of pipes and masonry with polymer

Total of Water Proofing 241639.89

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

30.0 STRUTURE GLAZING

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

The weight of aluminium extruded section shall be taken for

purpose of payment.

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 strengthened clear float

glass 6mm thick, spacer tube12mm wide, desiccants,

including primary seal and secondary seal (structural silicone

74 30.3 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.30.2) 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

bemeasured 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 %,

(i) Light reflection internal 10 to 15%, light reflection external 10 sqm 90.02 3557.00 320201.14

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.

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:

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

(a) 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:

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Fabricating and supplying serrated M.S. hot dip galvanised /

Aluminium alloy of 6005 T5 brackets of required sizes,

sections and 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.

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.

Providing and fixing in position flashings of solid aluminium

sheet 1 mm thick and of sizes, shapes and profiles, as

(d) required as per the site conditions, to seal the gap between

the building structure and all its interfaces with curtain glazing

to make it water tight.

Making provision for drainage of moisture/ water that enters

the curtain glazing system to make it watertight, by

incorporating 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, abour for fabricating and installation of aluminium

grid, installation ofglazed 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- in-Charge.

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 sub- head. 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 NBL Certified

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

(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 1500pa) 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 desing wind pressure

without any failure) as per ASTME-330-10 testing method for

a range 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

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-

Total STRUTURE GLAZING 1099942.10

MISCELLANEOUS ITEMS

Extra For Toughning Float Glass 6 mm thick as per directed

by the Engineer-in-charge.

SITC of boom barrier with push button and remote system as

per specification given below:

• Lane Width upto 4.5M with telescopic Boom

• Opening/Closing Time: 6S

• Supply Voltage: 110V AC or 220V AC

• Power Consumption Max.: 220w

• Frequency: 50-60Hz

• Cabinet Material: Powder Coated Steel

76 MRC-2 • Boom Material: Aluminum Alloy each 4.00 115345.00 461380.00

• Base Frame: Cast Iron

• Temperature Range: -20°C~+60°C

• Humidity Range: ≤90%

• Ingress Protection: IP54IP44

• Housing Dimension (W x D x H): 250 x 250 x 980mm

• Packaging Dimension (W x D x H): 410 x 390 x 1250mm

• Net Weight without Boom: 51KG

• Gross Weight without Boom: 56KG

Providing & Fixing Redfire pull handle in SS304, 12" length &

77 MRC-3 22mm dia as approved by architect and complete in all each 2.00 3000.00 6000.00

Providing and fixing Unistone Dalal or equivalent glass

reinforced concrete wall tiles (G.R.C.) of unbrick smooth

regular colors 22mm to 25mm thick allowing variation +5mm

in accordance with IS: 1237-1980 tiles in fascad/elevation up

to the height mentioned in the drawing of approved design

and pattern made with m-40 grade concrete mix design

having 43 grade white portland cement , reinforced with

alkali resistant glass fibre and pigmentation with exterior

grade synthetic inorganic iron oxide pigments manufactured

by BAYFERROX (Germany) or equivalent of required

thickness product should confirm to the testing criteria as per

IS: 1237-1980 ) Re Affirmed 2006 including rubbing and

cleaning etc . complete as per direction of engineer in

Total Miscellaneous Items 682203.76

CHAIN LINK FENCING

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Earth work in bulk excavation by mechanical means

(hydraulic excavator) over areas (exceeding 30 cm in depth,

79.0 2.7 1.5 m in width as well as 10 m2 on plan) including disposal of

excavated earth lead upto 50 meters and lift upto 1.5 m, as

directed by Engineer-in-Charge.

2.7.1 All kinds of soil cum 484.20 187.30 90690.66

Providing and laying in position cement concrete of specified

80.0 4.4 grade excluding the cost of centering and shttering - All work

up to plinth level

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate

20 mm nominal size)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from

80.2 4.4.7 natural sources : 8 graded stone aggregate 40 mm nominal cum 80.70 5202.90 419874.03

size derived from natural sources)

Centering & shuttering including strutting, propping etc. and

removal of form work for:

Foundations, footings, bases of columns, etc. for mass

Providing and laying damp-proof Course 40 mm thick with

82.0 4.17 cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded sqm 403.50 346.70 139893.45

stone aggregate 20 mm nominal size) and curing complete

Providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per

manufacturer’s specification. (1 kg of water proofing material

in 50 kg of cement)

Applying a coat of residual petroleum bitumen of grade VG-

10 of approved quality using 1.7 kg per square meter on

damp proof courses after cleaning the surface with brushes

and finally with a piece of cloth lightly soaked in kerosene oil.

12 mm cement plaster finished with a floating coat of neat

cement of mix :

Supplying at site Angle iron post & strut of required size

including bottom to be split and bent at right angle in opposite

direction for 10 cm length and drilling holes upto 10 mm dia.

Providing and fixing G.I. chain link fabric fencing of required

width in mesh size 50x50 mm including strengthening with 2

mm dia wire or nuts, bolts and washers as required complete

as per the direction of Engineer-incharge.

16.25.1 Made of G.I. wire of dia 4mm sqm 2017.50 809.90 1633973.25

Carriage of material by mechanical for extra 5 Km of Sand,

stone aggregate below 40 mm nominal size

Total OF CHAIN LINK FENCING 8816789.92

UNDER GROUND TANK (CIVIL WORK)

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in

89 2.7 depth. 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed.

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.

Extra for every additional lift of 1.5 m or part thereof in

91 2.10 excavation / banking excavated or stacked materials.

All kinds of soil (depth 3.00- 4.50) cum 357.75 179.50 64216.13

Total of Earth work 348159.00

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing and laying in position cement concrete of specified

92 4.4 grade including curing but excluding the cost of centring and

shuttering. All work upto plinth level with:

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size)

Total of Concrete work 123342.55

3.0 REINFORCED CEMENT CONCRETE

Centering & shuttering including strutting, propping etc. and

removal of form work for:

Foundations, footings, bases of columns etc. for mass

Walls (any thickness) including attached pilasters,

buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level and above:- Thermo-Mechanically Treated

bars of grade Fe-500D or more.

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-

incharge. Note: - Cement in this item is @ 330 kg/ cum.

Excess or less cement used as per design mix is content

considered payable or recoverable separately.

5.34.1 All works upto plinth level cum 371.28 8021.10 2978101.44

Total of Reinforced Cement Concrete 8104596.44

4.0 STEEL WORK

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

In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works.

Total of Steel work 276032.00

5.1 13.1 12 mm cement plaster mix :

5.2 13.19 Neat cement punning. sqm 397.40 71.20 28294.88

Providing and laying integral cement based treatment for

water proofing on horizontal surface at all depth below ground

level for underground structures as directed by Engineer-in-

Charge and consisting of :

i) 1st layer of 22 mm to 25 mm thick approved and specified

rough stone slab over a 25 mm thick base of cement mortar

1:3 (1 cement : 3 coarse sand) mixed with water proofing

compound conforming to IS:2645 in the recommended

proportion over the levelling course (levelling course to be

paid separately). Joints sealed and grouted with cement

slurry mixed with water proofing compound.

ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3

coarse sand) mixed with waterproofing compound in

recommended proportions. iii) Finishing top with stone

aggregate of 10 mm to 12 mm nominal size spreading @ 8

cudm/sqm thoroughly embedded in the 2nd layer.

23.1.1 Using rough kota stone. sqm 73.15 1692.10 123777.12

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing and laying integral cement based treatment for

water proofing on the vertical surface by fixing specified

stone slab 22 mm to 25 mm thick with cement slurry mixed

with water proofing compound conforming to IS:2645 in

recommended proportions with a gap of 20 mm (minimum)

between stone slabs and the receiving surfaces and filling the

gaps with neat cement slurry mixed with water proofing

compound and finishing the exterior of stone slab with

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

with neat cement punning mixed with water proofing

compound in recommended proportion complete at all levels

and as directed by Engineer-in-Charge:

23.2.1 Using rough kota stone. sqm 125.40 2156.30 270400.02

Total of Finishing 528259.90

6.0 MISCELLANEOUS WORK

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 besides necessary and adequate

6.1 20.12 anchoring projections on tail length on 138 mm as per Each 92.00 483.60 44491.20

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

Supplying and fixing C.I. cover without frame for manholes:

560 mm diameter C.I. cover ( heavy duty) the weight of the

cover to be not less than 108 kg

6.3 18.35 Providing and fixing soil, waste and vent pipes :

18.35.1.2 Centrifugally cast (spun) iron S&S pipe as per IS:3989 metre 2.00 1063.95 2127.90

Total of Miscellaneous works 74268.10

Internal ROAD WORK

Construction of granular sub-base by providing close graded

Material conforming to specifications, mixing in a mechanical

mix plant at OMC, carriage of mixed material by tippers to

work site, for all leads & lifts, spreading in uniform layers of

specified thickness with motor grader on prepared surface

and compacting with vibratory power roller to achieve the

desired density, complete as per specifications and directions

of Engineer-in-Charge.

With material conforming to Grade-I (size range 75 mm to

0.075 mm) having CBR Value-30

With material conforming to Grade-II (size range 53 mm to

0.075 mm ) having CBR Value-25

With material conforming to Grade-III (size range 26.5 mm to

0.075 mm ) having CBR Value-20

Providing, laying, spreading and compacting graded stone

aggregate (size range 53 mm to 0.075 mm ) to wet mix

macadam (WMM) specification including premixing the

material with water at OMC in for all leads & lifts, laying in

2 16.83 uniform layers with mechanical paverfinisher in sub- base / Cum 1386.00 1885.95 2613926.70

base course on well prepared surface and compacting with

vibratory roller of 8 to 10 tonne capacity to achievethe

desired density, complete as per specifications and directions

of Engineer-in-Charge.

3 16.63 Dense Graded Bituminous Macadam

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing and laying bituminous macadam using crushed

stone aggregates of specified grading premixed with

bituminous binder, transported to site by tippers, laid over a

previously prepared surface with paver finisher equipped with

16.63.1 electronic sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and tandem rollers

as per specifications to achieve the desired compaction and

density, complete as per specifications and directions of

Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen of

16.63.1A grade VG-10 @ 3.5% (percentage by weight of Total mix) Cum 498.96 8596.80 4289459.33

prepared Batch Type Hot Mix Plant of 100-120 TPH capacity.

4 16.64 Bituminous Concrete

Providing and laying semi- dense Bituminous concrete using

crushed stone aggregates of specified grading, premixed with

bituminous binder and filler, transporting the hot mix to work

site by tippers, laying with paver finisher equipped with

electronic sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction and density as per

specification, complete and as per directions of Engineer-in-

25 mm compacted thickness with bitumen of grade VG- 10

@5% (percentage by weight of Total mix) and lime filler @

2% (percentage by weight of Aggregate) prepared in Batch

Type Hot Mix Plant of 100-120 TPH capacity.

Providing and applying tack coat using hot straight run

bitumen of grade – VG-10, including heating the bitumen,

5 16.38 spraying the bitumen with mechanically operated spray unit

fitted on bitumen boiler, cleaning and preparing the existing

road surface as per specifications.

Providing and laying seal coat of premixed fine aggregate

(passing 2.36 mm and retained on 180 micron sieve) with

bitumen using 128 kg of bitumen of grade VG-10 bitumen per

cum of fine aggregate and 0.60 cum of fine aggregate per

100 sqm of road surface including rolling and finishing with

road all complete.

6 16.4 Supplying and stacking at site

Banking excavated earth in layers not exceeding 20cm in

depth, breaking clods, watering, rolling each layer with 1/2

tonne roller, or wooden or steel rammers, and rolling every

7 2.3 3rd and top-most layer with power roller of minimum 8 tonnes cum 3234.00 467.30 1511248.20

and dressing up, in embankments for roads, flood banks,

marginal banks, and guide banks etc., lead upto 50 m and lift

upto 1.5 m in All kinds of soil:

Providing and laying at or near ground level factory made

kerb stone of M-25 grade cement in position to the required

line, level and curvature jointed with cement mortar 1:3 (1

cement: 3 coarse sand) including making joints with or

without grooves (thickness of the joints except at sharp curve

shall not to be more than 5mm) including making drainage

opening wherever required complete etc. as per direction of

Engineer-incharge (length of finished kerb edging shall be

measured for payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

Chequerred precast cement concrete tiles 22mm thick in

footpath and courtyard, jointed with neat cement slurry mixed

with pigment to match the shade of the tiles, including

9 11.29.2 rubbing, cleaning and curing complete, on 20 mm thick bed sqm 2950.64 1150.75 3395448.98

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

Medium shade using 50% white cement and 50% ordinary

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

KOTA STONE FLOORING

Kota stone slab flooring 25 mm thick over 20mm (average)

thick base laid over and jointed with grey cement slurry mixed

match the shade of the slab, including rubbing, polishing and

curing complete with base of cement mortar 1:4 (1 cement : 4

Painting road surface marking with adequate no. of coats to

give uniform finish with read mixed road marking paint

11 16.56 conforming to IS: 164, on bituminous surface in white/yellow

shade including cleaning the surface of all dirt, scales, oil,

grease and foreign material etc. complete.

16.56.1 New work (Two or more coats) sqm 5544.00 226.60 1256270.40

Providing, laying and making kerb channel 30cm wide and

50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 20mm nominal size) over

12 16.70 75mm bed of dry brick ballast 40mm nominal size well sqm 327.00 518.20 169451.40

rammed and consolidated and grouted with fine sand

including finishing the top smooth etc. complete as per

direction of Engineer-incharge.

13 1.1.1 Carriage of material by mechanical for extra 5 Km cum 3234.00 200.74 649193.16

14 16.4 Supplying and stacking at site

16.4.2 Over burnt Brick Aggregate of size

Providing and laying in position cement concrete of specified

15 4.4 grade including curing but excluding the cost of centring and

shuttering. All work upto plinth level with:

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size)

Brick work with common burnt clay (non-modular) bricks of

16 6.1 class designation 7.5 in foundation and plinth including curing

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 68.07 7877.40 536214.62

Manufacturing supplying and fixing retro reflective overhead

signage boards made up of 2mm thick aluminum sheet, face

to be fully covered with high intensity and encapsulated lens

type heat activated retro reflective sheeting conforming to

type-III of ASTM-D-4956-01 as approved by Engineer-in-

charge; letters, borders etc. as per IRC : 67-2001 in silver

white with blue colour background and with high intensity

grade, pasted on substrate by pressure sensitive adhesive

backing which shall be activated by applying pressure

conforming to class -II of ASTM-D-4956- 01 and fixing the

same to the plate of structural frame work by means of

suitable sized aluminum alloys, rivets or bolts and nuts @

300mm c/c all along the periphery as well as in two vertical

rows along with theft resistant measures including the cost of

painting with two or more coats of epoxy paint in grey colour

on the ack side of aluminum sheet including appropriate

priming coat. The rate includes the cost of rounding off the

corners, lowering down the structural frame work from the

gantry, fixing and erecting the same in position all complete

as per drawing, specification and direction of Engineer-in-

charge (Structural frame work including M.S. plate to be

provided separately. Rectangular area of the sheet only shall

be measured for payment).

16.67.1 Overhead informatory road signage. sqm 3.60 6016.65 21659.94

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing Retro-reflective regulatory sign board of size

900mm diameter made out of 2mm thick aluminum sheet,

face to be fully covered with high

intensity encapsulated lens type retro-reflective sheeting as

approved by Engineer-in-charge. Letter, symbols, borders,

etc. will be as per IRC:67

with required colour scheme on the boards and with the high

intensity grade A. the aluminum sheet to be riveted to M.S.

18 16.68 frame of angle iron of each 20.00 7748.00 154960.00

size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm

square post made of M.S. angle 50x50x4mm, 4m long

welded to the frame with adequate anti-theft arrangement.

Sheet work to be painted with two or more coats of synthetic

enamel paint over an under coat (primer) and back

side of aluminum sheet to be painted with two or more coats

of epoxy paint including appropriate priming coat complete in

all respects as per directions of Engineer-in-charge.

Providing and laying C.C. pavement of mix M-25 with ready

mixed concrete from batching plant. The ready mixed

concrete shall be laid and finished with screed board vibrator,

vacuum dewatering process and finally finished by floating,

brooming with wire brush etc. complete as per specifications

and directions of Engineer-in-charge. (The panel shuttering

work shall be paid for separately).

Note: Cement content considered in this item is 303 kg/ cum

Excess/less cement used as per design mix is

payable/recoverable separately

Providing & fixing upto floor five level precast cement

concrete string or lacing courses, copings, bed plates, anchor

blocks, plain window sills, shelves, louvers, steps, stair cases

etc. including hoisting and setting in position with cement

mortar 1:3 (1 cement:3 coarse sand) cost of required

centring, shuttering and curing complete

1:1½:3 (1 cement :1½ coarse sand :3 graded stone

aggregate 20 mm nominal size)

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade.

13.70.1 Two or more coats on new work sqm 765.00 131.85 100865.25

Surface dressing of the ground including removing vegetation

and in-equalities not exceeding 15 cm deep and disposal of

rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of

Clearing jungle including uprooting of rank vegetation, grass,

brush wood, trees and saplings of girth upto 30 cm measured

2.25 at a height of 1 m above ground level and removal of rubbish sqm 14747.60 12.49 184212.27

upto a distance of 50 m outside the periphery of the area

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in

2.7 depth. 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

2.11 exceeding 20 cm in depth, consolidating each deposited cum 8953.90 218.40 1955531.76

layer by ramming and watering, lead upto 50 m and lift upto

Total OF ROAD WORK 37513627.05

APPROOACH ROAD WORK

Consolidation of subgrade with power road roller of 8 to 12

1 16.2 tonne capacity including making good the undulations etc. sqm 17820.00 2.80 49896.00

with earth or quarry spoils etc. and rerolling the subgrade.

2 16.4 Supplying and stacking at site

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Construction of granular sub-base by providing close graded

Material conforming to specifications, mixing in a mechanical

mix plant at OMC, carriage of mixed material by tippers to

work site, for all leads & lifts, spreading in uniform layers of

specified thickness with motor grader on prepared surface

and compacting with vibratory power roller to achieve the

desired density, complete as per specifications and directions

of Engineer-in-Charge.

With material conforming to Grade-I (size range 75 mm to

0.075 mm) having CBR Value-30

With material conforming to Grade-II (size range 53 mm to

0.075 mm ) having CBR Value-25

With material conforming to Grade-III (size range 26.5 mm to

0.075 mm ) having CBR Value-20

Providing, laying, spreading and compacting graded stone

aggregate (size range 53 mm to 0.075 mm ) to wet mix

macadam (WMM) specification including premixing the

material with water at OMC in for all leads & lifts, laying in

4 16.83 uniform layers with mechanical paverfinisher in sub- base / Cum 5128.20 1885.95 9671528.79

base course on well prepared surface and compacting with

vibratory roller of 8 to 10 tonne capacity to achievethe

desired density, complete as per specifications and directions

of Engineer-in-Charge.

5 16.63 Dense Graded Bituminous Macadam

16.63.1 Providing and laying bituminous macadam using crushed

stone aggregates of specified grading premixed with

bituminous binder, transported to site by tippers, laid over a

previously prepared surface with paver finisher equipped with

electronic sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and tandem rollers

as per specifications to achieve the desired compaction and

density, complete as per specifications and directions of

Engineer-in-Charge.

16.63.1A 50 to 100 mm average compacted thickness with bitumen of

grade VG-10 @ 3.5% (percentage by weight of total mix)

prepared Batch Type Hot Mix Plant of 100-120 TPH capacity.

6 16.64 Bituminous Concrete

Providing and laying semi- dense Bituminous concrete using

crushed stone aggregates of specified grading, premixed with

bituminous binder and filler, transporting the hot mix to work

site by tippers, laying with paver finisher equipped with

electronic sensor to the required grade, level and alignment

and rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction and density as per

specification, complete and as per directions of Engineer-in-

16.64.1A 25 mm compacted thickness with bitumen of grade VG-

10 @5% (percentage by weight of total mix) and lime filler @

(percentage by weight of Aggregate) prepared in Batch Type

Hot Mix Plant of 100-120 TPH capacity.

Providing and applying tack coat using hot straight run

bitumen of grade – VG-10, including heating the bitumen,

7 16.38 spraying the bitumen with mechanically operated spray unit

fitted on bitumen boiler, cleaning and preparing the existing

road surface as per specifications.

Providing and laying seal coat of premixed fine aggregate

(passing 2.36 mm and retained on 180 micron sieve) with

bitumen using 128 kg of bitumen of grade VG-10 bitumen per

cum of fine aggregate and 0.60 cum of fine aggregate per

100 sqm of road surface including rolling and finishing with

road all complete.

Painting road surface marking with adequate no. of coats to

give uniform finish with read mixed road marking paint

8 16.56 conforming to IS: 164, on bituminous surface in white/yellow

shade including cleaning the surface of all dirt, scales, oil,

grease and foreign material etc. complete.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

16.56.1 New work (Two or more coats) sqm 21621.60 226.60 4899454.56

Total OF ROAD WORK 49663794.08

INTERNAL OPEN DRAIN WORK

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in

1 2.7 depth. 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed.

Providing and laying in position cement concrete of specified

2.0 4.4 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

4.4.7 natural sources : 8 graded stone aggregate 40 mm nominal cum 103.24 5202.90 537121.38

size derived from natural sources)

Providing and laying in position specified grade of reinforced

cement concrete including curing but excluding the cost of

centering, shuttering, finishing and reinforcement. All works

upto plinth level

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size)

Centering & shuttering including strutting, propping etc. and

removal of form work for:

Foundations, footings, bases of columns, etc. for mass

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

Steel reinforcement for R.C.C. work ncluding straightening,

5.0 5.22 cutting, bending, placing in position and binding all complete

upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or

12 mm cement plaster finished with a floating coat of neat

cement of mix :

Providing and fixing in position precast R.C.C. manhole cover

and frame of required shape and approved quality.

20.15.2.2 Circular shape 500mm internal diameter each 84.00 1176.55 98830.20

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.

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, reservoir, 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

1.0 23.19 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 selfhealing 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-incharge. The product performance shall carry

guarantee for 10 years against any leakage.

23.19.1 For vertical surface two coats @ 0.70 kg per sqm sqm 827.20 407.75 337290.80

23.19.2 For horizontal surface one coat @1.10 kg per sqm. sqm 435.04 310.05 134884.15

Total COST OF Open DRAINAGE 6587670.05

1.0 EARTH WORK

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30cm in

1.1 2.7 depth. 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed.

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.

Extra for every additional lift of 1.5 m or part thereof in

1.3 2.10 excavation / banking excavated or stacked materials.

2.10.2 All kinds of soil (depth 3.00- 4.50) cum 47.31 179.50 8492.15

2.10.3 All kinds of soil (depth 4.50- 6.00) cum 5.00 269.25 1346.25

Total of Earth work 135306.58

2.0 CONCRETE WORK

Providing and laying in position cement concrete of specified

2.1 4.4 grade including curing but excluding the cost of centring and

shuttering. All work upto plinth level with:

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size)

Total of Concrete work 56243.35

3.0 REINFORCED CEMENT CONCRETE

Centering & shuttering including strutting, propping etc. and

removal of form work for:

Foundations, footings, bases of columns etc. for mass

Walls (any thickness) including attached pilasters,

buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level and above:- Thermo-Mechanically Treated

bars of grade Fe-500D or more.

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-

incharge. Note: - Cement in this item is @ 330 kg/ cum.

Excess or less cement used as per design mix is content

considered payable or recoverable separately.

5.34.1 All works upto plinth level cum 264.30 8021.10 2119952.67

Total of Reinforced Cement Concrete 6123566.93

4.0 BRICK WORK

Brick work with common burnt clay (non-modular) bricks of

4.1 6.1 class designation 7.5 in foundation and plinth including curing

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 30.98 7877.40 244002.47

Extra for brick work with common burnt clay bricks/cement

4.2 6.4 concrete bricks in superstructure above plinth level upto floor cum 30.98 1455.65 45088.76

Half brick masonry with common burnt clay (non-modular)

4.3 6.15 bricks of class designation 7.5 in foundations and plinth

including curing in :

6.15.2 Cement mortar 1:4 ( 1 cement : 4 coarse sand) sqm 5.00 947.25 4736.25

Extra for half Brick masonry in superstructure above plinth

level upto floor V level.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Extra for providing and placing in position 2 Nos. 6mm dia.

M.S. bars at every third course of half brick masonry

Total of Brick Work 295258.47

5.0 9.0 WOOD WORK

Frames and trusses

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 and length (hold fast lugs or with dash fasteners

shall be paid for separately):

9.1.5 a)First class kail wood cum 0.07 108897.35 7622.81

Providing and fixing ISI marked flush door shutters

conforming to IS: 2202 (Part I) decorative type, core of block

5.2 9.21 board construction with frame of 1st class hard wood and well

matched teak 3 ply veneering with vertical grains or cross

bands and face veneers on both faces of shutters.

With ISI marked M.S. pressed butt hinges bright finished of

required size with necessary screw(35mm)

Extra for providing and fixing flush doors with decorative

5.3 9.23 veneering instead of non-decorative ISI marked flush door sqm 9.45 508.40 4804.38

shutters conforming to ISI: 2202 (Part-I)

Extra for cutting rebate in flush door shutters (Total area of

the shutter to be measured).

Providing 40x5 mm flat iron hold fast 40 cm long including

fixing to frame with 10 mm diameter bolts, nuts and wooden

5.5 9.52 plugs and embeddings in cement concrete block 30x10x15 each 24.00 207.35 4976.40

cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size).

Providing and fixing aluminum die cast body tubular type

universal hydraulic door closer (having brand logo with IS:

5.6 9.84 3564, embossed on the body, door weight upto 35 kg and each 4.00 1628.00 6512.00

door width upto 700 mm), with necessary accessories and

screws etc. complete :

Providing and fixing aluminum tower bolts ISI marked

anodized (anodic coating not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour or shade with

necessary screws etc. complete :

Providing and fixing aluminum sliding door bolts ISI marked

anodized (anodic coating not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour or shade with

nuts and screws etc. complete :

Providing and fixing bright /matt finished Stainless Steel

5.9 9.162 handles of approved quality & make with necessary screws

etc all complete.

Providing and fixing aluminum handles ISI marked anodized

(anodic coating not less than grade AC 10 as per IS: 1868)

transparent or dyed to required colour and shade with

necessary screws etc. complete.

Total of Wood work 58539.21

6.0 STEEL WORK

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

In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works.

Total of Steel work 138016.00

7.1 13.1 12 mm cement plaster mix :

7.2 13.19 Neat cement punning. sqm 454.24 71.20 32341.89

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

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, reservoir, 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

selfhealing 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-incharge. The product performance

shall carry guarantee for 10 years against any leakage.

6.3.1 23.19.1 For vertical surface two coats @ 0.70 kg per sqm sqm 454.24 407.75 185216.36

6.3.2 23.19.2 For horizontal surface one coat @1.10 kg per sqm. sqm 133.56 310.05 41410.28

Total of Finishing 387881.84

8.0 MISCELLANEOUS WORK

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 besides necessary and adequate

8.1 20.12 anchoring projections on tail length on 138 mm as per Each 540.00 483.60 261144.00

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

Supplying and fixing C.I. cover without frame for manholes:

560 mm diameter C.I. cover ( heavy duty) the weight of the

cover to be not less than 108 kg

8.3 18.35 Providing and fixing soil, waste and vent pipes :

18.35.1.2 Centrifugally cast (spun) iron S&S pipe as per IS:3989 metre 15.00 1063.95 15959.25

Brick work with common burnt clay (non-modular) bricks of

8.4 6.1 class designation 7.5 in foundation and plinth including curing

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 100.00 7877.40 787740.00

Extra for brick work with common burnt clay bricks/cement

8.5 6.4 concrete bricks in superstructure above plinth level upto floor cum 100.00 1455.65 145565.00

Total of Miscellaneous works 1348653.25

Supplying Installation And commissioning of Equipmqnts for

Common Effluent Treatment Plant of 100 m3/day.

The main source of effluent is wastewater resulting from

toilets, kitchens, pantries, water washroom and Factory,

restrict to mentioned blow inlet Parameter. The scope of work

includes detail design, drawing, erection, commissioning as

MRC 7 per Physico-chemical, Biological (SBR) including tertiary Job 1.00 18726600.00 18726600.00

treatment type Common Effluent Treatment Plant complete

with necessary equipment, interconnecting piping network

etc. STP Make: BS Enviro/Aldee water/Toshiba water/SFC

Total CETP E&M 18726600.00

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Earth work in bulk excavation by mechanical means

(hydraulic excavator) over areas (exceeding 30 cm in

1 2.7 depth, 1.5 m in width as well as 10 m 2 on plan)

including disposal of excavated earth lead upto 50 meters

and lift upto 1.5 m, as directed by Engineer-in-Charge.

2.7.1 a) All kinds of soil cum 26.55 187.30 4972.82

Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked material :

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

3 2.11 exceeding 20 cm in depth, consolidating each deposited

layer by ramming and watering, lead upto 50 m and lift upto

Total of Earth work 14214.88

4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified

4 4.4 grade including curing but excluding the cost of centring and

shuttering. All work upto plinth level with:

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size)

Providing and laying damp-proof Course 40 mm thick with

5 4.17 cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded sqm 3.00 346.70 1040.10

stone aggregate 20 mm nominal size) and curing complete

Providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per

manufacturer’s specification. (1 kg of water proofing material

in 50 kg of cement)

Applying a coat of residual petroleum bitumen of grade VG-

10 of approved quality using 1.7 kg per square meter on

damp proof courses after cleaning the surface with brushes

and finally with a piece of cloth lightly soaked in kerosene oil.

Total of Concrete work 7477.43

5.0 REINFORCED CEMENT CONCRETE

Centering & shuttering including strutting, propping etc. and

removal of form work for:

Foundations, footings, bases of columns etc. for mass

Lintel, beams, plinth beams, girders, bressumers and

8.3 5.9.6 Columns, pillars, piers, abutments, posts and struts. sqm 15.96 742.55 11851.10

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level and above:- Thermo-Mechanically Treated

bars of grade Fe-500D or more.

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-

incharge. Note: - Cement in this item is @ 330 kg/ cum.

Excess or less cement used as per design mix is content

considered payable or recoverable separately.

10.1 5.34.1 All works upto plinth level cum 4.93 8021.10 39544.02

10.2 5.34.2 All works above plinth level upto floor V level cum 1.00 9412.05 9412.05

Extra for providing richer mixes at all floor levels. Note:-

11 5.35 Excess/ less cement over the specified cement content used

is payable/ recoverable separately.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing M-30 grade concrete instead of M-25 grade

5.35.1 BMC/RMC. (Note:- Cement content considered in M-30 is @ quintal 0.40 98.80 39.52

Total of Reinforced Cement Concrete 146512.08

6.0 BRICK WORK

Brick work with common burnt clay (non-modular) bricks of

12 6.1 class designation 7.5 in foundation and plinth including curing

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 4.97 7877.40 39150.68

Total of Brick work 39150.68

10.0 STEEL WORK

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

In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works.

Total of Steel work 32688.00

13.0 FINISHING

15mm Cement plaster on the rough side of single or half

14 13.2 brick

18mm Cement plaster in two coats under layer 12mm thick

cement plaster 1 : 5 (1 cement : 5 coarse sand) finished with

a top layer 6mm thick cement plaster 1 : 6 (1 cement : 6 fine

Finishing walls with textured exterior paint of required shade

on New work (two or more coats applied @ 3.28 liter/10sqm)

over and including base coat of exterior primer applied @

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade.

13.70.1 Two or more coats on new work sqm 4.50 131.85 593.33

Providing and applying white cement based putty of specified

thickness, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and

smooth complete.

Total of Finishing 70443.41

RAIN WATER HARVESTING

Earth work in bulk excavation by mechanical means

(hydraulic excavator) over areas (exceeding 30 cm in

1.1 2.7 depth, 1.5 m in width as well as 10 m 2 on plan)

including disposal of excavated earth lead upto 50 meters

and lift upto 1.5 m, as directed by Engineer-in-Charge.

2.7.1 a) All kinds of soil cum 444.00 187.30 83161.20

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

1.2 2.11 exceeding 20 cm in depth, consolidating each deposited cum 220.00 218.40 48048.00

layer by ramming and watering, lead upto 50 m and lift upto

Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked material :

Total of Earth work 197983.20

2.0 CONCRETE WORK

Providing and laying in position cement concrete of specified

2.1 4.4 grade including curing but excluding the cost of centring and

shuttering. All work upto plinth level with:

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size)

Total of Concrete work 10405.80

3.0 REINFORCED CEMENT CONCRETE

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

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-

incharge. Note: - Cement in this item is @ 330 kg/ cum.

Excess or less cement used as per design mix is content

considered payable or recoverable separately.

5.34.1 All works upto plinth level cum 6.04 8021.10 48447.44

Centering & shuttering including strutting, propping etc. and

removal of form work for:

Suspended floors, roofs, landings, balconies and access

Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

upto plinth level and above:- Thermo-Mechanically Treated

bars of grade Fe-500D or more.

Total of Reinforced Cement Concrete 178107.83

4.0 BRICK WORK

Brick work with common burnt clay (non-modular) bricks of

4.1 6.1 class designation 7.5 in foundation and plinth including curing

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 72.70 7877.40 572686.98

Total of Brick work 572686.98

5.0 MISCELLANEOUS WORK

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 besides necessary and adequate

5.1 20.12 anchoring projections on tail length on 138 mm as per Each 66.00 483.60 31917.60

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

Providing and fixing in position precast R.C.C. manhole cover

and frame of required shape and approved quality.

20.15.3.1 Circular shape 560mm internal diameter Each 4.00 1677.10 6708.40

Total of Miscellaneous works 38626.00

Road Side Greenery

Trenching in ordinary soil upto a depth of 60 cm including

removal and stacking of serviceable materials and then

disposing off by spreading and neatly leveling within a lead of

17.1 50 m and making up the trenched area to proper levels by cum 234.10 79.35 18575.84

filling with earth or earth mixed with sludge or/and manure

before and after flooding trench with water (excluding cost of

imported earth, sludge or manure)

Supplying and stacking of good earth at site including royalty

17.2 (earth measured in stacks will be reduced by 20% for cum 2250.00 281.30 632925.00

Supplying and stacking at site dump manure from approved

17.4 source including carriage complete (manure measured in

stacks will be reduced by 8% for payment)

17.4.1 Screened through sieve of I.S. designation 20 mm cum 192.90 68.30 13175.07

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Uprooting weeds from the trenched area after 10 to 15 days

17.6 of its flooding with water including disposal of uprooted sqm 2171.40 4.98 10802.72

17.7 Fine dressing of the ground sqm 2171.40 3.74 8121.04

Mixing earth and sludge or manure in proportion specified or

directed by officer in charge.

Grassing with selection no. 1 grass including watering &

maintenance of the lawn for 30 days or more till the grass

17.10 forms a thick lawn free from weeds & fit for mowing including

supplying of good earth if needed (the good earth shall be

paid separately.)

17.10.1 In rows 5 cm apart in either sqm 1655.01 17.98 29757.08

17.10.2 In rows 7.5 cm apart in either direction sqm 2813.01 11.76 33081.00

17.10.3 In rows 15 cm apart in either direction sqm 1027.20 5.77 5926.94

Digging holes in ordinary soil and refilling the same with the

excavated earth mixed with manure or sludge in the ratio of

2:1 by volume (2 part of stacked volume of earth after

reduction by 20% :1 part of stacked volume of manure after

reduction by 8%) flooding with water, dressing including

removal of rubbish & surplus earth, if any with all leads & lifts

(cost of sludge, manure or extra good earth, if needed, to be

paid for separately).

Providing and fixing M.S. flat iron tree guard 60 cm dia. and 2

m high above ground level formed of 4 nos. 25x6 mm, 2.25m

long and 8 nos. 25x3 mm 2 m long vertical M.S. flats riveted

to 3 nos.25x6 mm MS flat iron rings in two halves, fixed

together at site with required 6 no. of 8 mm dia. and 30 mm

long bolts including painting two coats with paint of approved

brand and manufacture over a coat of primer. One name

plate of 1 mm thick M.S. sheet of size 250x100 mm shall be

welded to the tree guard near the middle height and lettered

CPWD/PWD/any other approved name The tree guard shall

be suitably fixed to the ground by embedding four legs of the

tree guard in pits of suitable dia. and to a depth of 25 cm,

refilling the pits with soil and ramming, complete in all respect

as per satisfaction on direction of Officer-in-charge.

Total of SCHEDULE ITEMS FOR Road Side Greenery 1761980.30

2.0 MRC-5 Cost of saplings of different species. each 150.00 400.00 60000.00

Add cost of watering of plants for 1 year complete (weekly)

3.0 MRC-6 Avg. 15 liters of water for each plant (3K liters of tank) No. 75.00 2500.00 187500.00

Total COST OF NON SCHEDULE ITEMS FOR Road Side

DISMANTLING WORK

Demolishing R.C.C. work manually/by mechanical means

including stacking of steel bars and disposal of unserviceable

material within 50 meters lead as per direction of Engineer-in-

Dismantling steel work in built up sections in angles, tees,

flats and channels including all gusset plates, bolts, nuts,

cutting rivets, welding etc. including dismembering and

stacking within 50 meters lead.

Dismantling tile work in floors and roofs laid in cement mortar

including stacking material within 50 meters lead.

15.23.2 For thickness of tiles above 25 mm and upto 40 mm. sqm 300.00 89.95 26985.00

Dismantling barbed wire or flexible wire rope in fencing

15.36 including making rolls and stacking within 50 meters lead. Kg 123.00 26.05 3204.15

Dismantling C.I. or asbestos rain water pipes with fittings and

clamps including stacking the material within 50 meters lead :

Total of Dismantling Work 105076.34

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Total CIVIL WORK 158169390.27

A) SANITARY INSTALLATION

Providing and fixing white vitreous china pedestal type water

closet (European type W.C. pan) with seat and lid, 10 litre low

level white P.V.C. flushing cistern, including flush pipe, with

manually controlled device (handle lever), conforming to IS :

7231, with all fittings andfixtures complete, including cutting

and making good the walls and floors wherever required :

18.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 3.00 5632.40 16897.20

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

C.P. brass pillar taps, 32 mm C.P. brass waste of standard

pattern, including painting of fittings and brackets, cutting and

making good the walls wherever required :

White Vitreous China Wash basin size 630x450 mm with a

pair of 15 mm C.P. brass pillar taps.

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible

tube upto 1 metre long with S.S. triangular plate to European

type W.C. of quality and make as approved by Engineer - in -

Providing and fixing CP Brass 32mm size Bottle Trap of

5 18.22A approved quality & make and as per the direction of Engineer- each 4.00 869.65 3478.60

Providing and fixing in position 25 mm diameter mosquito

proof coupling of approved municipal design.

Providing, Fixing,testing and commissioning of 15 mm dia

CP brass two way bib cock with flow 6 LPM (Litre per Minute)

7 MRP-14 at 3.1 bar or 45 psi test pressure with C.P. wall flange of each 3.00 1434.88 4304.64

approved quality as approved by architect and complete in all

Providing and fixing 600x450 mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm thick

hard board ground fixed to wooden cleats with C.P. brass

screws and washers complete.

9 19.9 Providing and fixing brass bib cock of approved quality :

19.9.1 15 mm nominal bore Each 3.00 334.70 1004.10

10 19.10 Providing and fixing brass stop cock of approved quality

19.10.1 15mm nominal bore Each 1.00 334.70 334.70

11 18.34 Providing and fixing toilet paper holder

Providing, jointing, testing and fixing UPVC Soil, Waste &

Vent system Class Bconforming to IS : 13592 and UPVC

fittings (moulded as well as fabricated) like bends, tees, Y-

tees, crosses, boss connections, access pieces, saddle

pieces, cleanouts, adaptors for connections to other

materials, plugs, reducers, cowls, offset and other specials.

Jointing shall be done with pushfit EPDM ring jointing

technique in general. Solvent cement joints may be provided

for fittings and specials which are not manufactured with

pushfit rubber joints.Fixing at wall/ceiling level supported by

galvanized steel clamps & hangers etc. Making proper

connection and also pipes may be laid / fixed in sunken

floors, under slung from ceiling. The pipes laid in sunken floor

shall be encased with not less than 75 mm thick cement

concrete (1:2:4) all around.The installation shall be complete

in all respects including cutting chases / holes in walls, slabs

and making good the same as per specifications. (All major

MS structure to hold the stack is included in this item) as

approved by architect and complete in all respect.

110 mm dia. OD Type-B meter 104.00 1271.57 132243.07

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing, fixing, jointing and testing UPVC soil, waste, vent

pipework comprising UPVC pipe conforming to IS :4985-1983

of class 3 ( 6kg/cm2) as specified below and fittings

(moulded as well as fabricated) like elbows, bends, reducers,

threaded tail pieces, caps, suitable elbow with suitable

extension piece for drain point and other specials jointing with

MRP-16 cement solvent, chasing, cutting and making good the walls

& floors pipes laid in floors shall be encased with 40 mm thick

concrete all around, complete in all respects including testing

of complete installation.(All major MS structure to hold the

stack with fixing including anchor fasteners, sand, cement etc

is included in this item) as approved by architect and

complete in all respect.

i 40 mm dia 6 kg/cm2 (Class III ) meter 15.00 633.78 9506.67

ii 50 mm dia 6 kg/cm2 (Class III ) meter 15.00 783.05 11745.72

Providing and filling the joints with spun yarn cement slurry

13 18.36 and cement mortar 1:2 (1 cement : 2 fine sand) in S.C.I / C.I

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 10x10x10 cm of 1:2:4

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

mm nominal size ), including cost of cutting holes and making

good the walls etc:

Providing and fixing M.S. stays and clamps for sand cast

iron/ centrifugally cast (spun) iron pipes of diameter :

Providing and fixing UPVC/SWR trap (P trap) of self cleaning

design as per IS:13592 : 1992 complete including cost of

cutting and making good the cutouts in walls and floors

15 MRP-17 etc.including cutting and making good the walls and floors

wherever required complete as approved by architect and

complete in all respect. as approved by architect and

complete in all respect.

110 mm inlet and 110 mm outlet each 4.00 590.24 2360.94

Providing and fixing floor drain made out of 110x63 mm OD

uPVC. elbow connected to uPVC pipe complete as per

16 MRP-18 direction of Project Manager as approved by architect and each 4.00 135.94 543.74

complete in all respect as approved by architect and

complete in all respect.

Providing and fixing Inlet Fitting for Urinal trap, formed out of

110 mm PVC pipe with multiple side inlets formed with saddle

pieces, suitable for 40, 50 and 63 mm dia side connections

as per standard detail and support through galvanized steel

support from slab or set in cement concrete mix 1:2:4

including cutting and making good the walls and floors

wherever required as approved by architect and complete in

Providing and fixing Heavy Class SS grating of approved

design including setting in floor with cement motor to match

18 MRP-20 with floor finish as per architect requirement suitable for each 9.00 620.44 5584.00

waster and FT, UT & FD as approved by architect and

complete in all respect..

Providing and fixing cleaning eye 110mm dia on horizontal

UPVC soil & waste pipes of 300 mm long UPVC pipe with

one plain end lead caulked in to the collar of UPVC pipe and

the other end with flange which in covered by neoprene

rubber gasket and blank flange, complete with nuts, bolts etc

and hot dip galvanization after fabrication to the satisfaction

of Project Manager as approved by architect and complete in

100 mm inlet and 100 mm outlet each 2.00 325.21 650.42

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Providing and fixing P.V.C. WC connector (straight or bend

type) with rubber lip ring. Including 110 mm dia PVC pipe /

20 MRP-22 bend of required length and proper connection with M seal each 3.00 271.40 814.20

to C.I. pipe complete as required as approved by architect

and complete in all respect..

Providing and fixing PTMT liquid soap container 109 mm

wide, 125 mm high and 112 mm distance from wall of

21 18.71 standard shape with brackets of the same materials with Each 3.00 287.50 862.50

snap fittings of approved quality and colour, weighing not less

Providing and fixing PTMT towel ring trapezoidal shape 215

mm long, 200 mm wide with a minimum distance of 37 mm

from wall face with concealed fittings arrangements of

approved quality and colour, weighing not less than 88 gms.

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 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.

Making khurras 45x45 cm with average minimum thickness

of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4

graded stone aggregate of 20 mm nominal size) over P.V.C.

24 12.32 sheet 1 m x1 m x 400 micron, finished with 12 mm cement Each 3.00 262.90 788.70

plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat

cement, rounding the edges and making and finishing the

outlet complete.

SubTotal 227852.76

B) WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot and cold water supply,

including all CPVC plain and brass threaded fittings. This

includes jointing of pipes and fittings with one step CPVC

solvent cement and testing of joints complete as per direction

of Engineer-in-charge.

Internal work-exposed on wall, including fixing the pipe with

clamps at 1.00 meter spacing

19.3.1.2 20mm nominal outer dia pipes. Metre 1.00 320.70 320.70

19.3.1.3 25mm nominal outer dia pipes. Metre 72.00 402.45 28976.40

19.3.1.4 32mm nominal outer dia pipes. Metre 7.00 492.70 3448.90

19.3.1.5 40mm nominal outer dia pipes. Metre 6.00 663.00 3978.00

19.3.1.6 50mm nominal outer dia pipes. Metre 11.00 915.20 10067.20

Internal work Concealed fixing the pipe with clamps at 1.00

26 19.3.2 meter spacing including cutting chases and making good the

19.3.2.1 15mm nominal outer dia pipes. Metre 28.00 419.75 11753.00

19.3.2.2 20mm nominal outer dia pipes. Metre 22.00 492.35 10831.70

19.3.2.3 25mm nominal outer dia pipes. Metre 18.00 602.40 10843.20

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

excluding trenching and refilling etc. (external work) B type

19.6.3 25 mm dia. nominal bore Metre 80.00 339.25 27140.00

19.6.4 32 mm dia. nominal bore Metre 80.00 411.30 32904.00

19.6.5 40 mm dia. nominal bore Metre 40.00 489.25 19570.00

19.6.6 50 mm dia. nominal bore Metre 1862.00 805.70 1500213.40

19.6.7 65 mm dia. nominal bore Metre 1272.00 1018.05 1294959.60

19.6.8 80 mm dia. nominal bore Metre 295.00 1151.20 339604.00

19.6.9 100 mm dia. nominal bore Metre 62.00 1434.00 88908.00

19.6.10 150 mm dia. nominal bore Metre 28.00 2256.90 63193.20

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Making connection of G.I. distribution branch with G.I. main

28 19.7 of following sizes by providing and fixing Tee, including

cutting and threading the pipe etc. complete

19.7.1 25 to 40 mm nominal bore each 22.00 730.25 16065.50

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

approved quality (screwed end)

19.11.1a 20 mm nominal bore each 1.00 513.40 513.40

Providing and fixing ball valve (brass) of approved quality,

High or low pressure, with plastic floats complete

19.12.3 25 mm nominal bore each 4.00 569.45 2277.80

Providing and fixing gun metal non-return valve of approved

quality (screwed end) - Horizontal

Providing and fixing brass ferrule with C.I. mouth cover

including boring and tapping the main

Providing and fixing uplasticized PVC connection pipe with

19.15.1 30 cm length

Providing and fixing C.I. sluice valves (with cap) complete

34 19.25 with bolts, nuts, rubber insertions etc. (the tail pieces if

required will be paid separately).

Constructing masonry Chamber 30x30x50 cm inside, in brick

work in cement mortar 1:4 (1cement :4 coarse sand) for stop

cock, with C.I. surface box 100x100x75 mm (inside) with

hinged cover fixed in cement concrete slab 1:1.5:3 mix (1

cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm

nominal size ) including 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 (non modular) bricks of class

designation 7.5

Constructing masonry Chamber of specified size, in brick

work with common burnt clay (non modular) bricks of class

designation 7.5 in cement mortar 1:4 (1cement :4 coarse

sand) and R.C.C. top slab 1:1.5:3 mix (1 cement : 1.5 coarse

sand : 3 graded stone aggregate 20 mm nominal size )

including 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.

For sluice valve, with C.I. surface box 100 mm top diameter,

19.27.1 160 mm bottom diameter and 180 mm deep (inside) with

Painting G.I. Pipes and fittings with two coats of anti-

corrosive bitumastic paint of approved quality.

19.30.3 25 mm dia. nominal bore Metre 80.00 15.65 1252.00

19.30.4 32 mm dia. nominal bore Metre 80.00 18.75 1500.00

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

19.30.5 40 mm dia. nominal bore Metre 40.00 21.30 852.00

19.30.6 50 mm dia. nominal bore Metre 1862.00 25.55 47574.10

19.30.7 65 mm dia. nominal bore Metre 1272.00 31.60 40195.20

19.30.8 80 mm dia. nominal bore Metre 295.00 36.65 10811.75

Providing and filling sand of coarser grade around the G.I.

pipes in external work.

19.31.3 25 mm dia. nominal bore Metre 80.00 90.70 7256.00

19.31.4 32 mm dia. nominal bore Metre 80.00 93.10 7448.00

19.31.5 40 mm dia. nominal bore Metre 40.00 94.25 3770.00

19.31.6 50 mm dia. nominal bore Metre 1862.00 97.80 182103.60

19.31.7 65 mm dia. nominal bore Metre 1272.00 154.35 196333.20

19.31.8 80 mm dia. nominal bore Metre 295.00 159.05 46919.75

19.31.9 100 mm dia. nominal bore Metre 62.00 168.50 10447.00

19.31.10 150 mm dia. nominal bore Metre 28.00 250.95 7026.60

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank ISI : 12701 marked, with

39 19.38 cover and suitable locking arrangement and making 2000.0 8.75 17500.00

necessary holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank

Providing and fixing 15 mm nominal bore C.P. brass angle

40 19.43 valve for basin mixer and geyser points of approved make each 9.00 582.35 5241.15

conforming to IS : 8931

Providing and fixing C.I. double acting air valve of approved

41 19.50 quality with bolts, nuts, rubber insertions etc. complete (The

tail pieces, tapers etc. if required will be paid separately).

Providing and fixing enclosed type water meter (bulk type)

conforming to IS : 2373 and tested by Municipal Board

complete with bolts, nuts, rubber insertions etc. (The tail

pieces if required will be paid separately)

19.51.1 80 mm dia. nominal bore each 1.00 3632.70 3632.70

19.51.2 100 mm dia. nominal bore each 2.00 5367.30 10734.60

19.51.3 150 mm dia. nominal bore each 2.00 7829.00 15658.00

Earth work in surface excavation not exceeding 30 cm in

depth but exceeding 1.5 m in width as well as10 sqm on plan

including disposal of excavated earth,

leadupto50meterand lift upto 1.5m, as directed by Engineer-

All kinds of soil :

SubTotal 4731958.05

Earth work in bulk excavation by mechanical means

(hydraulic excavator) over areas (exceeding 30 cm in depth,

44 2.7 1.5 m in width as well as 10 m2 on plan) including disposal of

excavated earth lead upto 50 meters and lift upto 1.5 m, as

directed by Engineer-in-Charge.

2.7.1 All kinds of soil cum 792.00 187.30 148341.60

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

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

46 20.2 coarse sand: 10 graded stone aggregate 40 mm nominal

size) including bed concrete as per standard design.

20.2.2 Up to Haunches of SW Pipe

20.2.2.2 150 mm diameter S.W. pipe Metre 160.00 550.20 88032.00

20.2.2.5 250 mm diameter S.W. pipe Metre 1160.00 752.95 873422.00

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

complete with C.I. grating brick masonry chamber with water

47 20.3 tight C.I. cover with frame of 300x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be

not less than 2.70 kg as per standard design :

20.3.2 150 x 100 mm size P type.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

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

designation 7.5

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

cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3

mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone

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

mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone

48 aggregate 40 mm nominal size),inside plastering 12 mm thick

with cement mortar 1:3 (1 cement : 3coarse sand) finished

with floating coat of neat cement and making channels in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded

stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover

with frame (light duty) 455x610 mm internal dimensions, Total

weight of cover and frame to be not less than 38 kg (weight

of cover 23 kg and weight of frame 15 kg) :

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

designation 7.5

49 Extra for depth for manholes

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

designation 7.5

Constructing brick masonry circular type manhole 0.91 m

internal dia at bottom Constructing brick masonry circular

type manhole 0.91 m internal dia at bottom and 0.56m dia at

top in cement mortar 1:4 (1 cement : 4 coarse sand), inside

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

cement : 3 coarse sand) finished with a floating coat of neat

cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse

sand : 6 graded stone aggregate 40 mm nominal size), and

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

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) finished with a floating coat of neat cement, all

complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-

20 grade designation) 560 mm internal diameter conforming

to I.S. 12592, Total weight of cover and frame to be not less

than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete.(Excavation, foot

rests and 12 mm thick cement plaster at the external surface

shall be paid for separately) :

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

designation 7.5

Constructing brick masonry circular manhole 1.22 m internal

dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1

cement : 4 coarse sand) inside cement plaster 12 mm thick

with cement mortar 1:3 (1 cement :3 coarse sand) finished

with a floating coat of neat cement foundation concrete 1:3:6

(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm

nominal size) and making necessary channel in cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) finished with a floating coat

of neat cement, all complete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD- 20

grade designation) 560 mm internal diameter conforming to

I.S. 12592, Total weight of cover and frame to be not less

than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete. (Excavation, foot

rests and 12 mm thick cement plaster at the external surface

shall be paid for separately) :

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

designation 7.5

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

52 Extra depth for circular type manholes

Manhole 0.91m internal dia (at bottom) beyond 0.91 m to

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

designation 7.5

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 besides necessary and adequate

53 20.12 anchoring projections on tail length on 138 mm as per Each 280.00 483.60 135408.00

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

Constructing brick masonry road gully chamber of specified

size with common burnt clay(non modular) bricks of class

54 designation 7.5 in cement mortar 1:4 ( 1 cement : 4coarse

sand) including precast R.C.C. horizontal grating with frame

complete as per standard design:

Chamber size 50x45x60 cm including precast R.C.C grating

with frame 500x450 mm horizontal grating.

Sub-Total 2961835.95

Boring/ Drilling bore well of required dia for casing strainer

pipe by sutable method prescribed in IS 2800(Part I),

Inculding collecting samples from different strata, preparing

55 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 , upto 90 metre depth below ground level.

28.1.2 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, beyound 90 metre & upto 150 metre depth below

28.2.2 Rocky strata including Boulders

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

excluding trenching and refilling etc. (external work) : Medium

19.6.7 65 mm dia nominal bore Metre 600.00 1018.05 610830.00

Supplying, assembling, lowering and fixing in vertical position

in bore well, unplasticized PVC medium well casing (CM) pipe

of required dia, conforming to IS: 12818, including required

hire and labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer-in-

28.3.2 150 mm nominal size dia Metre 400.00 712.85 285140.00

Supplying, assembling, lowering and fixing in vertical position

in bore well unplasticized PVC medium well screen (RMS)

59 28.4 pipes with ribs conforming to IS: 12818, including hire and

labour charges, fittings & accessories etc. all complete, for all

depths, as per direction of Engineer-in-charge.

28.4.2 150 mm nominal size dia Metre 200.00 743.60 148720.00

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

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.

Development of tube well in accordance with IS:2800 (part I)

and IS: 11189, to establish maximum rate of usable water

yield without sand content (beyond permissible limit), with

required capacity air compressor, running the compressor for

required time till well is fully developed, measuring yield of

well by ''V'' notch method or any other approved method,

measuring static level & draw down etc. by step draw down

method, collecting water samples & getting tested in

approved laboratory, i/c disinfection of tubewell, all complete,

including hire & labour charges of air compressor, tools &

accessories etc., all as per requirement and direction of

Engineer-in-Charge.

Providing and fixing suitable size threaded mild steel cap or

62 28.13 spot welded plate to the top of bore well housing/ casing pipe,

removable as per requirement, all complete for borewell of:

Providing and fixing MS clamps of required dia on the top of

the casing / housing pipe of tube well as per IS : 2800 (Part-

1) , including necessary bolts and nuts of required size

Providing and fixing bail plug / bottom plug of required dia at

the bottom of the pipe assambley as per IS: 2800 (Part-1).

Supply, installation testing & commissioning of submersible

pumping set suitable to operate on 410 volts 3 phase 50 HZ

A.C. power supply including water proof joint free cable,

motor control panel, 50 mm dia, G.I. pipe (medium class)

column with fittings, clamps etc. complete in all respect as

per details given below : (For Borewell)

Discharge 300 LPM.

SubTotal 2475073.36

E) PUMPS & EQUIPMENTS

Supplying, installing, testing and commissioning single stage,

submersible centrifugal pumps of closed coupled

construction with CI body & cast iron (C.I) impeller connected

to a fully submersible water/oil cooled motor suitable to

operate with 380-415 volts 3 phase 50 cycles AC power

supply with class F insulation and built -in temperature

protection, pump connector unit with rubber diaphram &

bend, vertical discharge pipe, guide pipe, stainless steel

chain/rope, water -proof power cable and level controller

complete in all respects for fixed installation.

For Sump Pump (1 Working + 1 Standby) For Drainage

Discharge 315 LPM.

Providing and fixing horizontical/vertical monobloc centrifugal

pumping set with mechanical seal cast iron (C.I) volute and

bronze impeller connected to a IE3 induction motor suitable

for 400/440 volts, 3 phase, 50 cycles A.C. supply with 150

mm dia pressure gauge with gunmetal isolation cock,

vibration eliminating for each pump including necessary

structual supports, clamps, bolts, nuts washers and 1:2:4

plain cement concreate (PCC) foundations

a Filter Feed pump ( 1 Set = 2 working + 1 standby)

Location - Plumbing Plant Room

Capacity 250 lpm

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Domestic Water Supply Pump ( 1 Set = 2 working + 1

Location - Plumbing Plant Room

Capacity 200 lpm

Flushing Water Supply Pump ( 1 Set = 2 working + 1

Location - STP Plant Room

Capacity 175 lpm

MULTIGRADE PRESSURE SAND FILTER: (For Domestic

Location - Plumbing Plant Room

Supply, installation, testing & commissioning of vertical self

supporting multi grade pressure filter (MGF) (Dual media

filter) fabricated from MS sheet as per IS Code, pressure

gauges at inlet & outlet, sample cock, air vent valve with

piping, GI face piping distribution pipe with diffuser on top, CI

butterfly valves and all accessories, with initial charge of filter

media for filter, painting inside with food grade epoxy paint

and outside with two coat of red oxide primer and two or more

coat of synthetic enamel paint complete with bypass

arrangement including piping and valves (3 Nos.) of required

Capacity/Flow rate : 37.325 M3/hr

Filtration rate/velocity : 18-20 M3/M2/hr

Max. operating pressure : 3.5 kg/Sq.cm

Test pressure : 5.5 kg/Sq.cm

Suggested diameter : 1600 mm Each 1.00 530523.28 530523.28

69 MRP-5 ACTIVATED CARBON FILTER: (For Domestic Water)

Location - Plumbing Plant Room

Supply, installation, testing & commissioning vertical self

supporting Activated Carbon Filter (ACF) fabricated from

M.S. Sheet as per IS Code, pressure gauge at inlet & outlet,

sample cock, GI face piping, C.I. Butterfly valve and all

accessories, air vent valve with piping, with initial charge of

filter media for activated carbon filter, painting inside with

epoxy paint and outside with two coat of synthetic enamel

paint complete with bypass arrangement including piping, CI

Valves (3 Nos.) of required size.

Capacity/Flow rate : 37.325 M3/hr

Filtration rate/velocity : 18-20 M3/M2/hr

Max. operating pressure : 3.5 kg/Sq.cm

Test pressure : 5.5 kg/Sq.cm

Suggested diameter : 1600 mm Each 1.00 574127.82 574127.82

Supplying, installing, testing and commissioning electronic

chlorine solution dosing system comprising of F.R.P/

chemical grade HDPE solution tank of 200 litres capacity

electronic dosing pump of capacity 0-4 LPH against 4.5

Kg/Sq.cm dosing valves, flexible teflon tube pipes etc.

complete for dosing of chlorine solution into water on line.

Providing and fixing mild steel (MS) puddle flanges of

required size with 5mm thick mild steel (MS) plate including

necessary welding as per details shown on drawings and

directions of Engineer-in-charge for water tanks.

i 25mm dia (4mm wall thickness) Each 12.00 945.18 11342.16

ii 32mm dia (4mm wall thickness) Each 2.00 1191.80 2383.60

iii 40mm dia (4mm wall thickness) Each 2.00 1424.26 2848.52

iv 50mm dia (4mm wall thickness) Each 6.00 1672.06 10032.36

v 65mm dia (4mm wall thickness) Each 2.00 1976.50 3953.00

vi 80mm dia (4mm wall thickness) Each 8.00 2252.62 18020.96

vii 100mm dia (4mm wall thickness) Each 10.00 2631.40 26314.00

viii 150mm dia (4mm wall thickness) Each 5.00 3139.98 15699.90

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

ix 200mm dia (4mm wall thickness) Each 2.00 3459.76 6919.52

Supply, installation, testing & commissioning of Hot dipped

galvanised 'Y' Strainer of following sizes as per specification:

Supplying, assembly, erection, testing and commissioning of

magnetic level sensors and controllers, Chlorinated Polyvinyl

Chloride (CPVC) probe tube, PP actuating float and all other

equipment required for the performance of the system to the

satisfaction of the engineer in charge complete including

providing and fixing wiring from control junction box near the

Under Ground tank to probes of required length,

interconnection wiring between level controller and the

concerned contactor in the starter panel as required. Level of

all tanks (Under Ground and overhead tank) will be included

in this item. The level controller will perform the following

To switch on the pumps when the level of water in the supply

water tank is low and to cut off the pump when the level in the

recieving water tank is high and switch off the pumps when

the level of water in the supply water tank is low .

To indicate 5 levels of water in all tanks through a control

panle with LEDs

To start the pumps in a cyclic order.

The system shall be complete to ensure automatic quotation

of pump in accordance to water level in respective tanks.

Supply, fixing, testing and commissioning of Site Tube (of 3.0

- 5 M) with isolation valve at top and bottom demarcation on

tube for making the installation of level indication on the RCC

water tank complete.

Providing, fixing, testing & commissioning of 100 mm dia

Burden type, Stainless Steel dial type pressure gauge

including brass isolation valve and pipe having caliberation of

Sub Total 3135788.64

F) RAIN WATER HARVESTING

Boring/ Drilling bore well of required dia for casing strainer

pipe by sutable method prescribed in IS 2800(Part I),

Inculding collecting samples from different strata, preparing

76 28.1 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 , upto 90 metre depth below ground level.

28.1.1 All types of soil

Boring/ Drilling bore well of required dia for casing strainer

pipe by sutable method prescribed in IS 2800(Part I),

Inculding collecting samples from different strata, preparing

77 28.2 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 , upto 90 metre depth below ground level.

28.2.1 All types of soil

Supplying, assembling, lowering and fixing in vertical position

in bore well, unplasticized PVC medium well casing (CM) pipe

of required dia, conforming to IS: 12818, including required

hire and labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer-in-

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Supplying, assembling, lowering and fixing in vertical position

in bore well unplasticized PVC medium well screen (RMS)

80 28.4 pipes with ribs conforming to IS: 12818, including hire and

labour charges, fittings & accessories etc. all complete, for all

depths, as per direction of Engineer-in-charge.

28.4.2 150 mm nominal size dia Metre 60.00 743.60 44616.00

Supplying, filling, spreading and leveling stone boulders of

size range 5 cm to 20 cm, in recharge pit in the required

thickness for all leads and lifts all complete as per direction of

Engineer-in-charge.

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.

Providing and fixing bail plug / bottom plug of required dia at

the bottom of the pipe assambley as per IS: 2800 (Part-1).

Providing and fixing suitable size threaded mild steel cap or

84 28.13 spot welded plate to the top of bore well housing/ casing pipe,

removable as per requirement, all complete for borewell of:

Providing and fixing M.S clamp of required dia to the top of

85 28.14 casing/ housing pipe of tube well as per IS:2800 (part 1),

including necessary bolts & nuts of required size complete:

Providing and fixing UPVC pipe of working pressure 6kg per

square cm confirming to IS:4985 including jointing with

sealing ring confirming IS:5382 leaving 10mm gap for thermal

expansion 160mm dia UPVC pipe.

Constructing brick masonry manhole (silt chamber type)

inside size 1.20mX0.90m x1.20m deep with FPS brick class

designation 75 in cement mortar 1:4 (1 Cement: 4 coarse

sand ) 15mm thick RCC top slab with 500mm dia opening in

cement concrete 1:2:4 (1 cement: 2 C/sand: 4 graded stone

agg, n/size reinforced with 18.92 kg cold twisted sreel bars

20cm foundation concrete 1:4:8 (1 cement: 4 C/sand: 8

graded stone agg 40mm size) inside plastering 12 mm thick

with cement mortar 1:3 (1 cement: 3 C/sand) finished with a

87 MRP-13 foating coat of neat cement and providing 75 mm thick bed Each 2.00 32703.70 65407.40

concrete in 1:2:4 mix (1 cement: 2 C/sand: 4 graded

stoneagg . 20mm n/size) including neat cement punning

inside the manhole complete as per standard design/depth

shall be measured from invert level of manhole excluding

cost of manhole cover and frame which shall be paid for

separately etc. All complete as per direction of engineer-in-

Total RAIN WATER HARVESTING 792795.00

Total PLUMBING 14325303.76

Sub-Head-I (Internal EI)

I/A SH : I/A (Wiring)

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

point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable in surface / recessed medium class PVC

conduit, with modular switch, modular plate, suitable GI box

and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

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 PVC insulated copper

1.55 conductor single core cable in surface/ recessed PVC

conduit, and earthing the point with 1.5 sq. mm FRLS PVC

insulated copper conductor single

core cable etc. as required.

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

insulated copper conductor single core cable in surface/

1.12 recessed medium class PVC conduit alongwith 1 No. 4 sq. Metre 250.00 334.00 83500.00

mm FRLS PVC insulated copper conductor single core cable

for loop earthing as required.

Wiring for light/ power plug with 4X4 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/

1.13 recessed medium class PVC conduit alongwith 2 Nos. 4 sq. Metre 18.00 537.00 9666.00

mm FRLS PVC insulated copper conductor single core cable

for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the

following sizes of FRLS PVC insulated copper conductor,

single core cable in surface/ recessed medium class PVC

conduit as required.

1.14.4 2 x 6 sq.mm. + 1 x 6 sq.mm. earth wire Metre 120.00 439.00 52680.00

Supplying and fixing two module stepped type electronic fan

1.25 regulator on the existing modular plate switch box including Nos. 3.00 369.00 1107.00

connections but excluding modular plate etc. as required.

Supplying and fixing suitable size GI box with modular plate

and cover in front on surface or in recess, including providng

and fixing 2 nos. 3 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). (For UPS

Supply on workstations)

Supplying & fixing suitable size GI box wih modular plate and

cover in front on surface or in recess including providing and

1.57 fixing 25 A modular socket outlet (near equipment point) and Nos. 1.00 727.00 727.00

25 A modular SP MCB, “C” curve (at accessible point)

including connections, painting etc. as required.

Supplying and fixing of following sizes of steel conduit along

with accessories in surface/recess including painting in case

of surface conduit, or cutting the wall and making good the

same in case of recessed conduit as required.

Supplying and fixing following size/ modules, GI box

1.27 alongwith modular base & cover plate for modular switches in

recess etc. as required.

1 or 2 Module (75 mm x 75 mm) (For Telephone, Data, TV

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.

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 A & 15/16 A modular socket outlet and

15/16 A modular switch, connections etc. as required.

Supplying and fixing following modular switch/ socket on the

1.24 existing modular plate & switch box including connections but

excluding modular plate etc. as required.

1.24.6 Telephone Socket Outlet Each 1.00 148.00 148.00

1.24.7 Data Socket Outlet Each 1.00 148.00 148.00

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Supplying and drawing following pair 0.5 mm dia FRLS PVC

insulated annealed copper conductor, unarmored telephone

cable in the existing surface/ recessed steel/ PVC conduit as

Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the

existing surface/ recessed Steel/ PVC conduit as required.

Supplying and fixing modular blanking plate on the existing

1.26 modular plate & switch box excluding modular plate as Each 5.00 40.00 200.00

Supplying and fixing DP sheet steel enclosure on surface/

2.16 recess along with 25/32 A 240 V "C" curve DP MCB complete Each 7.00 1169.00 8183.00

with connections, testing and commissioning etc. as required.

Total of wiring 494050.00

I/B SH : I/B (Fans & Fittings)

Supply, Installation, Testing and Commissioning of following

fittings on the existing point with making connection with 1.5

MRIE-1 sqmm FRLS Copper conductor single core cable i/c earthing

etc. As required. Note: All LED Fixtures shall have power

1 i 12W LED DOWNLIGHTER SURFACE MOUNTED Nos. 24.00 1424.85 34196.40

2 ii 36W 2FT X 2FT LED RECESSED MOUNTED LIGHT Nos. 6.00 4478.10 26868.60

3 iii 15W LED SURFACE MOUNTED LIGHT FIXTURE Nos. 8.00 1492.70 11941.60

4 iv 20W LED WALL MOUNTED TUBE LIGHT FIXTURE Nos. 1.00 1831.95 1831.95

5 v 10W MIRROR LIGHT Nos. 9.00 1153.45 10381.05

6 vi FAN REGULATOR Nos. 5.00 298.54 1492.70

7 vii CEILING FAN,1200MM SWEEP Nos. 5.00 4003.15 20015.75

8 viii EXHUST FAN WITH 6A SOCKET Nos. 3.00 1628.40 4885.20

Total of fans and fittngs 111613.25

I/C SH : I/C (Distribution Boards)

Supplying and fixing following way, single pole and neutral,

sheet steel, MCB distribution board, 240 V, on surface/

2.3 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)

2.3.1 6 way, Double door each 1.00 2206.00 2206.00

2.3.2 8 way, Double door each 1.00 2573.00 2573.00

Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 volts,

on surface/recess, complete with tinned copper bus bar,

MRIE-2 neutral bus bar, earth bar, din bar, interconnections, powder

painted including earthing etc. as required. (But without

MCB/RCCB/Isolator)

Supplying and fixing Cable End Box (Loose Wire Box)

suitable for following single pole and neutral, sheet steel,

MCB distribution board, 240 Volts, on surface/ recess,

complete with testing and commissioning etc. as required.

2.23.2 For 8 way, Double door SPN MCBDB Each 1.00 832.00 832.00

Supplying and fixing 5 amps to 32 amps rating, 240/415

volts, "C" curve, miniature circuit breaker suitable for

inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning etc.

Supplying and fixing following rating, double pole, 240 volts,

MRIE-3 MCB complete with connections, testing and commissioning

etc. as required.

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Supplying and fixing of following rating, 240/415 volts, "C"

curve, four pole miniature circuit breaker suitable for

inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning etc.

Supplying and fixing of following rating double pole (Single

phase and neutral) 240 volts, residual current circuit breaker

2.14 (RCCB), having a current sensivity current 30 miliampere in

the existing MCB DB complete with connections, testing &

commissioning etc. as required.

Supplying and fixing following rating, four pole, (three phase

and neutral), 415 volts, residual current circuit breaker

2.15 (RCCB), having a sensitivity current 30 mA in the existing

MCB DB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing of following ways surface/ recess

mounting, vertical type, 415 V, TPN MCB distribution board

sheet steel, dust protected, duly powder painted, inclusive of

2.5 200 A tinned copper bus bar, common neutral link, earth bar,

din bar for mounting MCBs (but without MCBs and incomer )

required . (Note : Vertical type MCB TPDB is normally used

where 3 phase outlets are required.)

Providing and fixing following rating and breaking capacity

and pole MCCB with thermomagnetic release and terminal

spreaders in existing cubicle panel board including drilling

holes in cubicle panel, making connections, etc. as required.

Supplying and fixing single pole blanking plate in the existing

MCB DB complete etc. as required.

Total of Distribution Boards 47408.62

Total INTERNAL ELECTRICAL 653071.87

A SUB HEAD I- HT PANEL

1.1 MREE-1 33 KV HT PANEL

Supply, delivery, erection, testing and commissioning of a 33

KV switchgear. The 33 KV, 25kA for 3 sec 1250A, 3 phase,

50 Hz indoor type free standing, floor mounted, Totally

enclosed, single copper busbar, fully compartmentalized,

horrizontal draw out type & fully interlocked Vaccum circuit

breaker (VCB) as per IEC 62271-100/200/IS 13118, single

break free breaker mounted on a integral truck carriage, fully

interlocked rack in rack out mechanism, featured with

mechanical ON & OFF indicator with hand trip device, Spring

release coil, two nos. shunt trip coil, air insulated metal clad

1.0 indoor vaccum circuit breaker as per IS 13118(1991)/IEC-

60056 type switch gear shall be delievered complete with all

accessories, equipment instruments and wiring for making

the equipment complete and for warranting a trouble free

safe operation. All the equipments shall be suitable for

satiscfactory operation in tropical climate & drt dust laden

atmosphere. The equipments shall be able to withstand wide

range of temp. variation. The panel shall be complete with

cable termination arrangement for incoming & outgoing

XLPE, 33 kV (E) cables. The panel shall comprise of the

1 Panel Board (Indoor Type)

Incoming cum outgoing (1 No.):

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

One No. Indoor type free standing floor mounted metal clad

Totally enclosed, single busbar, fully compartmentalized,

draw out type & fully interlocked VCB as per IEC 62271-

100/200/IS 12118. 33 KV 1250A, 25 KA for 3 sec, single

break trip free breaker mounted on a integral truck carriage,

i fully interlocked rack in & rack out mechanism, featured with

mechanical ON & OFF with hand trip device, Spring release

coil, 2 nos shunt fast trip coil, copper contact.

One set of fully comparmentalized sheet steel enclosure with

automatic safety shutter, independent pressure discharge

ii flap along with heat shrinkable PVC sleeved 1250 Amps

copper busbar, foundation bolts etc. cable from rear bottom

side of the panel.

3 Nos. 33KV Multi Core Resin cast CT with ratio 400-200/5-

5A, 15VA per phase.

Core 1: CLASS-0.5s,ISF<5

Core 2: CLASS-5P10,ISF<5

1 No. 33kV 3 phase PT with ratio 33000/√3,100VA/Phase, CL

iv 0.5s for metering on backed by HT & LT fuses. Line PT fixed

type or draw out type.

Breaker Panel Indication Lamps

One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring

ii RYB phase indicator

iii Breaker test position Indicator

iv Breaker service position indicator

Switches & other accessories

i DC On/Off Switch

ii AC On/Off Switch

iii Heater with heater switch & thermostat

iv Miliamp Ammeter for space heater

v Cubical illumination Lamp

vi 15A, 230V, 3 pin plug & socket & MCB

vii Door switch, 2 Amp, 1 I/O

viii Local Remote (LR) Switch

PT selector switch with pistol grip handle, 4 NO+4NC, rating

x Emergency mechanical ON/Off push button

xi 02-way Switch for Lilo arrange with Key

xii TTB for TVM & MFM satech

xiii TTB for protection circuit

xiv Annunciator-8W

xv Hooter/Buzzer for (Trip/Alarm)

i TVM Cl .5S 3P4W with RS 485 port

ii MFM CL 0.5S 3P4W with RS 485 port

One (1) Set of Multifunctional numerical directional relay with

i RS485 Communication Compatibility & protection.

ii Mater Trip Relay - 86

iii U/V & O/V Relay - 27-59

iv Trip Circuit Supervison relay - 95

Fibre glass slot on front & back of the each panel with

v minimum dimension of 85mm*150mm shall be provided for

Other Accesoories:

1 No. wall mounted tool handling box

1 No.rack in rack out handle & key for each set of panel.

1 no. breaker handling trolley with each set if circuit breaker

is not mounted on an integral truck carriage

1 No. PT rackout trolley

MREE-1 33 KV HT PANEL as described above. Set 1.00 955366.00 955366.00

11 KV H.T PANEL (IN 33/11 KV ESS) (5 PANEL BOARD 1

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

Supply, delivery, erection, testing and commissioning of a 11

KV switchgear. The 11 KV, 25kA for 3 sec 1250A, 3 phase,

50 Hz indoor type free standing, floor mounted, Totally

enclosed, single copper busbar, fully compartmentalized,

horrizontal draw out type & fully interlocked Vaccum circuit

breaker (VCB) as per IEC 62271-100/200/IS 13118, single

break free breaker mounted on a integral truck carriage, fully

interlocked rack in rack out mechanism, featured with

mechanical ON & OFF indicator with hand trip device, Spring

release coil, two nos. shunt trip coil, air insulated metal clad

indoor vaccum circuit breaker as per IS 13118(1991)/IEC-

60056 type switch gear shall be delievered complete with all

accessories, equipment instruments and wiring for making

the equipment complete and for warranting a trouble free

safe operation. All the equipments shall be suitable for

satiscfactory operation in tropical climate & drt dust laden

atmosphere. The equipments shall be able to withstand wide

range of temp. variation. All the parts/appratus/equipment

supplied shall comply in all respect with the equipment of

indian electricity rule 1956, relevant IS & latest amendment

thereof during execution of work. Panel shoul be fully

comparmentalized sheet steel enclosure floor mounting type

with automatic safety shutters, independent pressure

discharge flag along with shrinkable PVC sleeved 1250 Amps

copper busbar, foundation bolts etc. The panel shall be

complete with cable termination arrangement for incoming &

outgoing XLPE, 11 kV (E) cables. The panel shall comprise

of the following:

a) Each Module shall have Front & Back Door Interlock

b) Panel shall be Floor Rolled trolley Design.

c) Short Circuit Rating shall be for 3 Seconds.

d) Relays shall be Numeric Type.

e) Panel should be Internal Arc Typed Test for 25kA for 0.1 sec.

Panels shall be suitable for loss of service continuity LSC 2B.

Safety shutters complying with IEC-62271-200

g) Panels shall be of Scada Compatible

5 Panel Board (Indoor Type)

Incoming (1 No.):

Each panel will be equiped with the following:

One No. Indoor type free standing floor mounted metal clad

Totally enclosed, single busbar, fully compartmentalized,

draw out type & fully interlocked VCB as per IEC 62271-

100/200/IS 12118. 11 KV 1250A, 25 KA for 3 sec, single

break trip free breaker mounted on a integral truck carriage,

fully interlocked rack in & rack out mechanism, featured with

mechanical ON & OFF with hand trip device, Spring release

coil, 2 nos shunt fast trip coil, copper contact.

One set of fully comparmentalized sheet steel enclosure with

automatic safety shutter, independent pressure discharge

ii flap along with heat shrinkable PVC sleeved 1250 Amps

copper busbar, foundation bolts etc. cable from rear bottom

side of the panel.

3 Nos. 11KV Multi Core Resin cast CT with ratio 900-450/5-5-

1A, 15VA per phase.

Core 1: CLASS-0.5s,ISF<5

iii Core 2: CLASS-5P10,ISF<5

Core 3: CLASS-PS, ISF<5

1 No. 11kV 3 phase PT with ratio 11000/√3,100VA/Phase, CL

iv 0.5s for metering on backed by HT & LT fuses. Line PT fixed

type or draw out type.

Breaker Panel Indication Lamps

One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring

ii RYB phase indicator

iii Breaker test position Indicator

iv Breaker service position indicator

Switches & other accessories

i DC On/Off Switch

ii AC On/Off Switch

Digitally signed by Om Prakash

Descriptions Unit QTY RATE AMOUNT

iii Heater with heater switch & thermostat

iv Miliamp Ammeter for space heater

v Cubical illumination Lamp

vi 15A, 230V, 3 pin plug & socket & MCB

vii Door switch, 2 Amp, 1 I/O

viii Local Remote (LR) Switch

PT selector switch with pistol grip handle, 4 NO+4NC, rating

x Emergency mechanical ON/Off push button

xi 02-way Switch for Lilo arrange with Key

xii TTB for TVM & MFM satech

xiii TTB for protection circuit

i TVM Cl .5S 3P4W with RS 485 port