Construction for Development of basic infrastructure for new Industrial Estates in Trenz, Shopian, UT of J and K

BILL OF QUANTITYIES

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

2.0 EARTH WORK

Earth work in bulk excavation by mechanical means (hydraulic

excavator) over areas (exceeding 30 cm in depth, 1.5 m in width

1 2.7 as well as 10 m on plan) including disposal of excavated earth lead

upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-

2.7.1 a) All kinds of soil cum 849.16 187.30 159,046.81

2.7.2 b)Ordinary Rock cum 150 392.80 58,920.00

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

excavation/banking excavated or stacked material :

2.10.1 All kinds of soil :-( 1.5 to 3m) cum 20 89.75 1,795.00

2.10.2 Ordinary Rock cum 40 161.00 6,440.00

Filling available excavated earth (excluding rock) in trenches,

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

depth, consolidating each deposited layer by ramming and watering,

lead upto 50 m and lift upto 1.5 m.

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

mechanical transport upto a lead of 5 km also including ramming and

2.11a watering of the earth in layers not exceeding 20 cm in trenches, plinth, cum 3492.5 276.60 966,025.50

sides of foundation etc. complete.

Surface dressing of the ground including removing vegetation and in-

2.12 equalities not exceeding 15 cm deep and disposal of rubbish, lead upto sqm 24750 24.12 596,970.00

50 m and lift upto 1.5 m in -All kinds of soil.

Supplying and filling in plinth with local sand under floors, including

4 2.23 watering, ramming, consolidating and dressing complete. cum 240 1204.50 289,080.00

Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth upto 30 cm measured at a height of 1

2.25 m above ground level and removal of rubbish upto a distance of 50 m sqm 24743.761 12.49 309,049.57

outside the periphery of the area cleared.

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 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 girth

2.27.1 Beyond 30 cm girth upto and including 60 cm girth. each 15 379.05 5,685.75

2.27.2 Beyond 60 cm girth upto and including 120 cm girth. each 11 1683.00 18,513.00

2.27.3 Beyond 120 cm girth upto and including 240 cm girth. each 5 7795.70 38,978.50

Supplying chemical emulsion in sealed containers including delivery as

5 2.28 specified. Chlorophriphos/Lindane emulsifiable concentrate of 20% litre 285.24 200.70 57,247.67

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 1% concentration) @

7.5 litres/sqm of the vertical surface of the sub-structure to a depth of

300 mm including excavation of channel along the wall & rodding etc.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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 floor:

Total Cost of Earth work 3,142,162.23

4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

8 4.4 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

Providing and laying damp-proof Course 40 mm thick with cement

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

mm nominal size) and curing complete sqm 175.34 346.70 60,790.38

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) kg 58.97 63.00 3,715.11

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

11 4.20 after cleaning the surface with brushes and finally with a piece of cloth sqm. 175.34 183.20 32,122.29

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 Cost of Concrete work 1,173,904.37

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 concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth

and string courses etc.

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

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

13.5 5.9.6 Columns, pillars, piers, abutments, posts and struts. sqm 725.46 742.55 538,690.32

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

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

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

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

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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,

5.34 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

17 5.34.1 All works upto plinth level cum 296.84 8021.10 2,380,983.32

18 5.34.2 All works above plinth level upto floor V level cum 283.7 9412.05 2,670,198.59

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

19 5.35 cement over the specified cement content used is payable/

recoverable separately.

Providing M-30 grade concrete instead of M-25 grade BMC/RMC.

5.35.1 (Note:- Cement content considered in M-30 is @ 340 kg/cum) quintal 197.25 98.80 19,488.30

Total Cost of Reinforced Cement Concrete 20,641,908.38

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

20 6.1 designation 7.5 in foundation and plinth including curing in : -

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 822.84 7877.40 6,481,839.82

Extra for brick work with common burnt clay bricks/cement concrete

21 6.4 bricks in superstructure above plinth level upto floor five level cum 404.46 1455.65 588,752.20

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

22 6.15 class designation 7.5 in foundations and plinth including curing in : -

6.15.2 Cement mortar 1:4 ( 1 cement : 4 coarse sand) sqm 219.8471 947.25 208,250.17

Extra for half Brick masonry in superstructure above plinth level upto

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

every third course of half brick masonry

Total Cost of Brick work 7,341,762.42

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 texture laid over 20 mm thick base cement

25 8.2 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

24.1 8.2.2.2 b)Granite of any colour or shade (Area of slab over 0.5 sqm) sqm 11.77 2994.60 35,246.44

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 etc.complete. metre 18.85 471.65 8,890.60

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Extra for providing opening of required size and shape for wash

basin/ kitchen sink in kitchen platform, vanity counters and similar

27 8.5 location in marble/granite / stone work including necessary holes each 6 778.50 4,671.00

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 cement mortar 1: 3

28 7.40.1 (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 127.81 2774.30 354,583.28

Total Cost of Marble & Granite works 403,391.33

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 1.0372 108897.35 112,948.33

Providing and fixing ISI marked flush door shutters conforming to IS:

2202 (Part I) decorative type, core of block board construction with

30 9.21 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

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 veneering

31 9.23 instead of non-decorative ISI marked flush door shutters conforming to sqm 40.95 508.40 20,818.98

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 plugs and

33 9.52 embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 each 148 207.35 30,687.80

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

Providing and fixing aluminum die cast body tubular type universal

hydraulic door closer (having brand logo with IS: 3564, embossed on

34 9.84 the body, door weight upto 35 kg and door width upto 700 mm), with each 14 1628.00 22,792.00

necessary accessories and screws etc. complete :

Providing and fixing wooden moulded beading to door and window

9.40 frames with iron screws, plugs and priming coat on unexposed surface -

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.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Providing and fixing bright /matt finished Stainless Steel handles of

38 9.162 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 as per IS : 1868)

transparent or dyed to required colour or 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 cost of Wood work

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 required.

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

similar works. Kg 1609.5 181.60 292,285.20

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.

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

44 10.28 fasteners, stainless steel bolts etc. of required size, on the top of the Kg 241 753.75 181,653.75

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 etc.).

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 131.6 3305.00 434,938.00

46 10.7 Providing and fixing ball bearing for rolling shutters. Each 32 531.55 17,009.60

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Extra for providing grilled rolling shutters manufactured out of 8 mm

47 10.9 dia M.S. bar instead of laths as per design approved by Engineer-in- Sqm 39.2 668.95 26,222.84

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

48 10.5 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 30,436.21

Total Cost of Steel work 983,560.21

Providing and laying Polished Granite stone flooring in required design

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

complete as per the architectural drawings with 18 mm thick stone

slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement :

4 coarse sand) laid and jointed with cement slurry and pointing with

white cement slurry admixed with pigment of matching shade

including rubbing, curing and polishing etc. all complete as specified

and as directed by the Engineer-in-Charge.

Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye

Extra for pre finished nosing to treads of steps of marble stone

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

laid over and jointed with grey cement slurry mixed with pigment to

51 11.36 match the shade of the slab, including rubbing, polishing and curing sqm 477.27 1891.75 902,875.52

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 (1 cement:3 coarse

sand) and jointed with grey cement slurry mixed with pigment to

match the shade of the slabs, including rubbing, polishing and curing

Providing and fixing Ist quality ceramic glazed wall tiles conforming to

IS : 15622 (thickness to be specified by the manufacturer), of approved

make, in all colours, shades except burgundy, bottle green, black of

any size as approved by Engineer- in-Charge, in skirting, risers of steps

53 8.31 and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 sqm 173.58 1229.10 213,347.18

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 size 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

54 11.51.1 thick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting sqm 38.0402 1222.30 46,496.54

the joints with white cement and matching pigments etc., complete In

colour such as White, Ivory, Grey, Fume Red Brown

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Providing and laying Vitrified tiles in floor with different sizes

(thickness to be specified by the manufacturer), with water

absorption less than 0.08% and conforming to IS: 15622, of

approved brand and manufacturer, in all colours and shades, laid

55 11.54 with cement based high polymer modified quick set tile adhesive -

(water based) conforming to IS: 15477, in average 6 mm thickness,

including grouting of joints (Payment for grouting of joints to be made

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

specified by manufacturer), with water absorption less than 0.08 %

and conforming to I.S. 15622, of approved make, in all colours and

56 11.56 shades, in skirting, riser of steps, over 12 mm thick bed of cement -

mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with

white cement and matching pigments etc. complete.

Total of Flooring work 3,165,016.82

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 sand) mixed with 2% integral water

proofing compound laid over a bed of 20mm thick cement mortar 1:4

(1 cement :4 coarse sand) and finished neat complete

Total of Roofing 747,541.58

13.0 FINISHING

58 13.1 12 mm cement plaster mix :

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

59 13.2 wall of mix: -

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

60 13.12 plaster 1 : 5 (1 cement : 5 coarse sand) finished with a top layer 6mm sqm 0 411.05 -

thick cement plaster 1 : 6 (1 cement : 6 fine sand)

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 @ 2.20kg/10sqm

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

VOC content less than 50 gms/litre, two or more coats on new work of

62 13.51 approved manufacturer, of required shade and colour complete as per sqm 2397.12 89.90 215,501.09

manufacturer’s specifications

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 122.04 131.85 16,090.97

Providing and applying white cement based putty of specified

thickness, of approved brand and manufacturer, over the plastered

64 13.88 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

66 13.17 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) sqm 1261.7 241.25 304,385.13

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Total of Finishing 1,121,175.57

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. etc. complete.

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

68 16.24 of the same mix, provided with welded steel wire fabric fixed between sqm 92.16 55.75 5,137.92

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

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 74,640.38

Total of Road Work 255,757.82

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 separately.)

22.1.1 For fixed portion

Powder coated aluminum (minimum thickness of powder coated 50

For shutters of doors, windows & ventilators including providing and

fixing hinges / pivots and making provision for fixing of fittings

71 22.1.2 wherever required including the cost of EPDM rubber / neoprene -

gasket required (Fittings shall be paid for separately.)

Powder coated aluminum (minimum thickness of powder coated 50

Providing and fixing glazing in aluminum door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

72 22.3 complete as per the architectural drawings and the directions of -

engineerin- charge. (Cost of aluminum snap beading shall be paid in

With float glass panes of 5.0 mm thickness (weight not less than 12.50

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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 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-

22.4.1 With Stainless Steel cover plate minimum 1.25 mm thickness.

22.4.2 With brass cover plate minimum 1.25 mm thickness

22.4.1 With Stainless Steel cover plate minimum 1.25 mm thickness. each 2 2407.05 4,814.10

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 204.71 97.15 19,887.58

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 hydraulic floor spring type

fixing arrangement and making necessary holes etc. for fixing required 7.7 4470.20 34,420.54

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 824,961.24

23.0 WATER PROOFING

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 cure for 4 hours. (b) Second layer of slurry of cement @ 0.242

77 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm sqm 145.04 485.10 70,358.90

. 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 mixed slurry.

Grading roof for water proofing treatment with Cement concrete 1:2:4

78 23.12.1 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal cum 1.88 6754.25 12,697.99

Total of Water Proofing 270,001.76

30.0 STRUTURE GLAZING

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Providing and supplying aluminium extruded tubular and other

aluminium sections as per the architectural drawings and approved

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

per BS 1474,including super durable powder coating of 60-80 microns

conforming to AAMA 2604 of required colour and shade as approved

by the Engineer-in-Charge. (The item includes cost of material such as

cleats, sleeves, screws etc. necessary for fabrication of extruded

aluminium frame work. Nothing extra shall be paid on this account).

The weight of aluminium extruded section shall be taken for purpose

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 sealant) etc. all complete

for the required performances, as per the Architectural drawings, as

80 30.3 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 %, Light reflection internal 10 to 15%,

(i) light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and sqm 51.32 3495.60 179,394.19

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 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

Digitally signed by ANUJ

S No. Item No. Description of Items 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

(b) 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 required as per the site

(d) 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.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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 laboratories

(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

81 30.4 stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete sqm 10.125737 3466.80 35,103.91

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

as specified and as directed by the Engineer -in- Charge.

Total Structural Glazing 621,347.52

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

83 MRC-2 • Boom Material: Aluminum Alloy each 2 115345.00 230,690.00

• 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

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Providing & Fixing Redfire pull handle in SS304, 12" length & 22mm dia

as approved by architect and complete in all respect. each 2 3000.00 6,000.00

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

85 MRC-4 inorganic iron oxide pigments manufactured by BAYFERROX (Germany) sqm 62.31 3356.52 209,144.76

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 451,513.76

CHAIN LINK FENCING

Earth work in bulk excavation by mechanical means (hydraulic

excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well

as 10 m2 on plan) including disposal of excavated earth lead upto 50

1.0 2.7 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade

2.0 4.4 excluding the cost of centering and shttering - All work up to plinth

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

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

2.2 4.4.7 : 8 graded stone aggregate 40 mm nominal size derived from natural cum 142.50 5202.90 741,413.25

Centering & shuttering including strutting, propping etc. and removal

of form work for:

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

Providing and laying damp-proof Course 40 mm thick with cement

4.0 4.17 concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 sqm 712.50 346.70 247,023.75

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

5.0 4.19 of water proofing material in 50 kg of cement) kg 228.00 63.00 14,364.00

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

6.0 4.20 after cleaning the surface with brushes and finally with a piece of cloth sqm. 712.50 183.20 130,530.00

lightly soaked in kerosene oil.

12 mm cement plaster finished with a floating coat of neat cement of

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

8.0 16.23 cm length and drilling holes upto 10 mm dia. etc. complete. kg 26944.0 127.30 3,429,968.02

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

9.0 16.25 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 3562.50 809.90 2,885,268.75

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

aggregate below 40 mm nominal size

TOTAL COST OF CHAIN LINK FENCING 15,567,562.43

UNDER GROUND WATER TANK

1.0 EARTH WORK

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

manual means over areas (exceeding 30cm in 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

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

sides of foundations etc. in layers not exceeding 20cm in depth,

1.2 2.11 consolidating each deposited layer by ramming and watering, lead up cum 412.51 218.40 90,091.53

to 50 m and lift upto 1.5 m.

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

banking excavated or stacked materials.

All kinds of soil (depth 3.00- 4.50) cum 463.68 179.50 83,230.54

All kinds of soil (depth 4.50- 6.00) cum 469.74 269.25 126,478.17

Total of Earth work 683,066.49

2.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

2.1 4.4 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

Total of Concrete work 163,769.08

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 concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth

and string courses etc.

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

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

Digitally signed by ANUJ

S No. Item No. Description of Items 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

5.34.1 All works upto plinth level cum 453.77 8021.10 3,639,721.31

Total of Reinforced Cement Concrete 10,129,307.56

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

4.1 10.25 steel primer using structural steel etc. as required.

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

Total cost of Steel work 27,603.20

5.1 13.1 12 mm cement plaster mix :

5.2 13.19 Neat cement punning. sqm 595.25 71.20 42,381.80

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

5.3 23.1 (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 104.50 1692.10 176,824.45

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 2156.30 270,400.02

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Total cost of Finishing 648,061.82

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 anchoring

projections on tail length on 138 mm as per standard drawing and

6.1 20.12 suitable to with stand the bend test and chemical resistance test as per Each 132.00 483.60 63,835.20

specifications and having manufacture's permanent identification

mark to be visible even after fixing, including fixing in manholes with

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as per design.

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

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

20.14.3 cover to be not less than 108 kg Each 4.00 6912.25 27,649.00

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 2,127.90

Total cost of Miscellaneous works

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 Cum 4597.78 1880.30 8,645,205.73

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 uniform layers with mechanical paverfinisher

2 16.83 in sub- base / base course on well prepared surface and compacting Cum 11494.45 1885.95 21,677,957.98

with vibratory roller of 8 to 10 tonne capacity to achievethe desired

density, complete as per specifications and directions of Engineer-in-

Dense Graded Bituminous Macadam

Digitally signed by ANUJ

S No. Item No. Description of Items 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 electronic sensor to the required

16.63.1 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 grade VG-

10 @ 3.5% (percentage by weight of total mix) prepared Batch Type

Hot Mix Plant of 100-120 TPH capacity. Cum 827.27 8596.80 7,111,874.74

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

16.64 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-

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 Sqmt 45977.80 293.25 13,482,989.85

Plant of 100-120 TPH capacity.

Providing and applying tack coat using hot straight run bitumen of

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

5 16.38 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

6 16.48 cum of fine aggregate per 100 sqm of road surface including rolling and sqm 33504.61 101.40 3,397,367.93

finishing with road all complete.

7 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 3rd and top-most layer

8 2.3 with power roller of minimum 8 tonnes and dressing up, in cum 4898.05 467.30 2,288,858.75

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:

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

9 16.75 opening wherever required complete etc. as per direction of Engineer- cum 436.21 8563.50 3,735,482.18

incharge (length of finished kerb edging shall be measured for

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

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 rubbing, cleaning and curing

10 11.29.2 complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 sqm 9038.81 1150.75 10,401,407.59

Medium shade using 50% white cement and 50% ordinary cement.

KOTA STONE FLOORING

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

laid over and jointed with grey cement slurry mixed with pigment to

11 11.36 match the shade of the slab, including rubbing, polishing and curing sqm 2541.22 1891.75 4,807,352.94

complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) :

Painting road surface marking with adequate no. of coats to give

uniform finish with read mixed road marking paint conforming to IS:

12 16.56 164, on bituminous surface in white/yellow shade including cleaning

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

16.56.1 New work (Two or more coats) sqm 45977.80 226.60 10,418,569.48

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 75mm bed of dry brick ballast

13 16.70 40mm nominal size well rammed and consolidated and grouted with sqm 1589.40 518.20 823,627.08

fine sand including finishing the top smooth etc. complete as per

direction of Engineer-incharge.

14 1.1.1 Carriage of material by mechanical for extra 5 Km cum 6392.93 200.74 1,283,316.77

15 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 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

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

17 6.1 designation 7.5 in foundation and plinth including curing in :

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

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

18 16.67 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 21,659.94

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. frame of angle iron of 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-

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

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

21 4.8 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

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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 765.00 131.85 100,865.25

Surface dressing of the ground including removing vegetation and in-

2.12 equalities not exceeding 15 cm deep and disposal of rubbish, lead upto sqm 83175.60 24.12 2,006,195.47

50 m and lift upto 1.5 m in -All kinds of soil.

Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth upto 30 cm measured at a height of 1

2.25 m above ground level and removal of rubbish upto a distance of 50 m sqm 76244.30 12.49 952,367.55

outside the periphery of the area cleared.

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

manual means over areas (exceeding 30cm in depth. 1.5 m in width as

2.7 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

Filling available excavated earth (excluding rock) in trenches,

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

2.11 depth, consolidating each deposited layer by ramming and watering, cum 59250.00 218.40 12,940,200.00

lead upto 50 m and lift upto 1.5 m.

Consolidation of subgrade with power road roller of 8 to 12 tonne

16.2 capacity including making good the undulations etc. with earth or sqm 61500 2.80 172,200.00

quarry spoils etc. and rerolling the subgrade.

TOTAL for Internal Road Work 158,078,549.80

APPROACH ROAD WORK

Consolidation of subgrade with power road roller of 8 to 12 tonne

capacity including making good the undulations etc. with earth or

quarry spoils etc. and rerolling the subgrade.

2 16.4 Supplying and stacking at site

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 uniform layers with mechanical paverfinisher

4 16.83 in sub- base / base course on well prepared surface and compacting Cum 3080.00 1885.95 5,808,726.00

with vibratory roller of 8 to 10 tonne capacity to achievethe desired

density, complete as per specifications and directions of Engineer-in-

5 Dense Graded Bituminous Macadam

Digitally signed by ANUJ

S No. Item No. Description of Items 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 electronic sensor to the required

16.63.1 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 grade VG-

16.63.1A 10 @ 3.5% (percentage by weight of total mix) prepared Batch Type Cum 924.00 8596.80 7,943,443.20

Hot Mix Plant of 100-120 TPH capacity.

6 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-

25 mm compacted thickness with bitumen of grade VG-

10 @5% (percentage by weight of total mix) and lime filler @ 2%

16.64.1A (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Sqmt 12320.00 293.25 3,612,840.00

Plant of 100-120 TPH capacity.

Providing and applying tack coat using hot straight run bitumen of

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

7 16.38 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

16.48 cum of fine aggregate per 100 sqm of road surface including rolling and sqm 12320.00 101.40 1,249,248.00

finishing with road all complete.

Painting road surface marking with adequate no. of coats to give

uniform finish with read mixed road marking paint conforming to IS:

8 16.56 164, on bituminous surface in white/yellow shade including cleaning

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

16.56.1 New work (Two or more coats) sqm 12320.00 226.60 2,791,712.00

SUB-TOTAL OF APPROACH ROAD WORK 27,626,020.40

INTERNAL OPEN DRAIN WORK

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

manual means over areas (exceeding 30cm in depth. 1.5 m in width as

1 2.7 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

Providing and laying in position cement concrete of specified grade

2.0 4.4 excluding the cost of centering and shttering - All work up to plinth -

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

4.4.7 : 8 graded stone aggregate 40 mm nominal size derived from natural cum 894.50386 5202.90 4,654,014.12

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

Centering & shuttering including strutting, propping etc. and removal

of form work for:

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

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

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

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

5.0 5.22 bending, placing in position and binding all complete upto plinth level. -

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 356479.57 123.20 43,918,283.25

12 mm cement plaster finished with a floating coat of neat cement of

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 438 1176.55 515,328.90

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. -

SUB-TOTAL (OPEN DRAIN ) 98,158,475.44

Open Drain External Work

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m

in width as well as 10 sqm on plan) including getting out and disposal

of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches,

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

depth, consolidating each deposited layer by ramming and watering, cum 6719.91 218.40 1,467,629.12

lead upto 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade

3.0 4.4 excluding the cost of centering and shttering - All work up to plinth -

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

4.4.7 : 8 graded stone aggregate 40 mm nominal size derived from natural cum 184 5202.90 957,333.60

Centering and shuttering including strutting, propping etc. and

removal of form for:

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

Digitally signed by ANUJ

S No. Item No. Description of Items 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,

5.0 5.34 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

5.34.1 All works upto plinth level cum 796.9975 8021.10 6,392,796.65

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

6.0 5.22 bending, placing in position and binding all complete upto plinth level. -

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 80729 123.20 9,945,812.80

7.0 16.4 Supplying and stacking at site -

Dry stone pitching 22.5 cm thick including supply of stones and

preparing surface complete.

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

with collars jointed with stiff mixture of cement mortar in the

9.0 20.5 proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. -

TOTAL COST OF Open DRAINAGE 25,212,872.09

COMMON EFFLUENT TREATMENT PLANT- 500 KLD

1.0 EARTH WORK

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

manual means over areas (exceeding 30cm in depth. 1.5 m in width as

1.1 2.7 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

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 cum 2413.50 218.40 527,108.40

to 50 m and lift upto 1.5 m.

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

1.3 2.10 banking excavated or stacked materials.

2.10.3 All kinds of soil (depth 4.50- 6.00) cum 5.00 269.25 1,346.25

Total cost of Earth work 1,380,903.58

2.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

2.1 4.4 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) cum 29.80 5202.90 155,046.42

Total cost of Concrete work 155,046.42

3.0 REINFORCED CEMENT CONCRETE

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Centering & shuttering including strutting, propping etc. and removal

of form work for:

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

Walls (any thickness) including attached pilasters, buttresses, plinth

and string courses etc.

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

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

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

5.34.1 All works upto plinth level cum 560.46 8021.10 4,495,465.60

Total cost of Reinforced Cement Concrete 12,922,061.59

4.0 BRICK WORK

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

4.1 6.1 designation 7.5 in foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 30.27 7877.40 238,478.49

Extra for brick work with common burnt clay bricks/cement concrete

4.2 6.4 bricks in superstructure above plinth level upto floor five level cum 30.27 1455.65 44,067.99

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

4.3 6.15 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 4,736.25

Extra for half Brick masonry in superstructure above plinth level upto

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

every third course of half brick masonry

Total cost of Brick Work 288,713.73

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 7,497.58

Providing and fixing ISI marked flush door shutters conforming to IS:

2202 (Part I) decorative type, core of block board construction with

5.2 9.21 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

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

9.21.1 size with necessary screw(35mm) sqm 9.45 3234.20 30,563.19

Extra for providing and fixing flush doors with decorative veneering

5.3 9.23 instead of non-decorative ISI marked flush door shutters conforming to

ISI: 2202 (Part-I) :

9.23.1 On one side only sqm 9.45 508.40 4,804.38

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 plugs and

5.5 9.52 embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 each 24.00 207.35 4,976.40

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

Providing and fixing aluminum die cast body tubular type universal

hydraulic door closer (having brand logo with IS: 3564, embossed on

5.6 9.84 the body, door weight upto 35 kg and door width upto 700 mm), with each 4.00 1628.00 6,512.00

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

5.8 9.98 or dyed to required colour or shade with nuts and screws etc.

Providing and fixing bright /matt finished Stainless Steel handles of

5.9 9.162 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 cost of Wood work 58,413.98

6.0 STEEL WORK

Steel work welded in built up sections/framed work, including cutting,

6.1 10.25 hoisting, fixing in position and applying a priming coat of approved

steel primer using structural steel etc. as required.

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

Total cost of Steel work 138,016.00

7.1 13.1 12 mm cement plaster mix :

7.2 13.19 Neat cement punning. sqm 900.19 71.20 64,093.53

Digitally signed by ANUJ

S No. Item No. Description of Items 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 900.19 407.75 367,052.47

6.3.2 23.19.2 For horizontal surface one coat @1.10 kg per sqm. sqm 338.72 310.05 105,020.14

Total cost of Finishing 775,796.71

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 anchoring

projections on tail length on 138 mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per Each 540.00 483.60 261,144.00

specifications and having manufacture's permanent identification

mark to be visible even after fixing, including fixing in manholes with

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as per design.

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

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

20.14.3 cover to be not less than 108 kg Each 20.00 6912.25 138,245.00

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 15,959.25

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

8.4 6.1 designation 7.5 in foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 100.00 7877.40 787,740.00

Extra for brick work with common burnt clay bricks/cement concrete

8.5 6.4 bricks in superstructure above plinth level upto floor five level cum 100.00 1455.65 145,565.00

Total cost of Miscellaneous works

COMMON EFFLUENT TREATMENT PLANT- E&M

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

"Supplying Installation And commissioning of Equipmqnts for Common

Effluent Treatment Plant of 0.5 MLD 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

MRC-5 work includes detail design, drawing, erection, commissioning as per Job 1 38674500.00 38,674,500.00

Physico-chemical, Biological (SBR) including tertiary treatment type

Common Effluent Treatment Plant complete with necessary

equipment, interconnecting piping network etc.

TOTAL COST OF CETP ( 500 M³/DAY E&M WORK) 38,674,500.00

2.0 EARTH WORK

Earth work in bulk excavation by mechanical means (hydraulic

excavator) over areas (exceeding 30 cm in depth, 1.5 m in width

1 2.7 as well as 10 m on plan) including disposal of excavated earth lead

upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-

2.7.1 a) All kinds of soil cum 26.55 187.30 4,972.82

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 exceeding 20 cm in

3 2.11 depth, consolidating each deposited layer by ramming and watering, cum 21.77 218.40 4,754.57

lead upto 50 m and lift upto 1.5 m.

Total of Earth work 14,214.88

4.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

4 4.4 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

Providing and laying damp-proof Course 40 mm thick with cement

concrete 1:2:4 (1 cement:2 coarse sand: 4 graded 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) kg 0.96 63.00 60.48

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

7 4.20 after cleaning the surface with brushes and finally with a piece of cloth sqm. 3.00 183.20 549.60

lightly soaked in kerosene oil.

Total of Concrete work 7,477.43

8 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 concrete.

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

8.4 5.9.6 Columns, pillars, piers, abutments, posts and struts. sqm 15.96 742.55 11,851.10

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

bending, placing in position and binding all complete upto plinth level

9 5.22.6 and above:- Thermo-Mechanically Treated bars of grade Fe-500D or kg 593.00 123.20 73,057.60

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,

10 5.34 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

10.1 5.34.1 All works upto plinth level cum 4.93 8021.10 39,544.02

10.2 5.34.2 All works above plinth level upto floor V level cum 1.00 9412.05 9,412.05

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

11 5.35 cement over the specified cement content used is payable/

recoverable separately.

Providing M-30 grade concrete instead of M-25 grade BMC/RMC.

5.35.1 (Note:- Cement content considered in M-30 is @ 340 kg/cum) quintal 0.40 98.80 39.52

Total of Reinforced Cement Concrete 146,512.08

6.0 BRICK WORK

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

12 6.1 designation 7.5 in foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 4.78 7877.40 37,630.60

Total of Brick work 37,630.60

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 required.

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

Total of Steel work 32,688.00

13.0 FINISHING

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

14 13.2 wall of mix:

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 sand)

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 @ 2.20kg/10sqm sqm 86.40 268.45 23,194.08

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 4.47 131.85 589.50

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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 70,439.58

RAIN WATER HARVESTING PIT

1.0 EARTH WORK

Earth work in bulk excavation by mechanical means (hydraulic

excavator) over areas (exceeding 30 cm in depth, 1.5 m in width

1.1 2.7 as well as 10 m on plan) including disposal of excavated earth lead

upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-

Filling available excavated earth (excluding rock) in trenches,

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

depth, consolidating each deposited layer by ramming and watering,

lead upto 50 m and lift upto 1.5 m.

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

excavation/banking excavated or stacked material :

Total cost of Earth work 738,214.49

2.0 CONCRETE WORK

Providing and laying in position cement concrete of specified grade

2.1 4.4 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

Total cost of Concrete work 36,420.30

3.0 REINFORCED CEMENT CONCRETE

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

5.34.1 All works upto plinth level cum 21.14 8021.10 169,566.05

Centering & shuttering including strutting, propping etc. and removal

of form work for:

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

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

Total cost of Reinforced Cement Concrete 623,377.40

4.0 BRICK WORK

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

4.1 6.1 designation 7.5 in foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 254.45 7877.40 2,004,404.43

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Total cost of Brick work 2,004,404.43

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 anchoring

projections on tail length on 138 mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per Each 225.00 483.60 108,810.00

specifications and having manufacture's permanent identification

mark to be visible even after fixing, including fixing in manholes with

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size) complete as per design.

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 14.00 1677.10 23,479.40

Total cost of Miscellaneous works 132,289.40

ROAD SIDE GREENERY WORK

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 50 m and making up the trenched

17.1 area to proper levels by filling with earth or earth mixed with sludge cum 354.21 79.35 28,106.40

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 (earth

17.2 measured in stacks will be reduced by 20% for payment) cum 2887.5 281.30 812,253.75

Supplying and stacking at site dump manure from approved source

17.4 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 247.45 68.30 16,900.84

Uprooting weeds from the trenched area after 10 to 15 days of its

17.6 flooding with water including disposal of uprooted vegetation sqm 2786.7 4.97 13,849.90

17.7 Fine dressing of the ground sqm 2786.7 3.74 10,422.26

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 forms a thick lawn free

17.10 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 1619.03 17.98 29,110.16

17.10.2 In rows 7.5 cm apart in either direction sqm 1486.1 11.77 17,491.40

17.10.3 In rows 15 cm apart in either direction sqm 1317.83 5.78 7,610.46

17.10.4 with grass turf sqm 2786 13.54 37,722.44

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).

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

2.0 17.16 the tree guard near the middle height and lettered CPWD/PWD/any each 365.00 6169.85 2,251,995.25

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-

TOTAL COST OF SCHEDULE ITEMS FOR ROAD SIDE GREENERY 3,384,627.87

3.0 MRC-6 Cost of saplings of different species. each 350.00 400.00 140,000.00

Add cost of watering of plants for 1 year complete (weekly) Avg. 15

4.0 MRC-7 liters of water for each plant (3K liters of tank) No. 100.00 2500.00 250,000.00

TOTAL COST OF SCHEDULE ITEMS FOR ROAD SIDE GREENERY 390,000.00

Grand Total of CIVIL WORK 441,250,334.97

Grand Total of CIVIL WORK 441,250,334.97

External Electrical Estimate

A SUB HEAD I- 66/11 KV SUB-STATION

The scope of the 66kV sub-station works includes full design,

procurement and installation of all elements, including but not limited

to structure, plant, equipment, etc, in order to complete the works and

provide a fully compliant and functional installation.

This document is to act as a framework only. It is the Contractors

responsibility to ensure that the works are to be priced in their

The Contractor must allow for providing these works through an EPC

type sub-contract with a approved contractor.

The Contractor will be responsible for all co-ordination and for

ensuring the compatibility of the feeder differential protection being

implemented within this scope of works and the 66kV bays.

A.1 MREE-1 66 kV GIS

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Design, Manufacture, Supply, delivery, Installation , Testing and

commisssioning of following panel totally enclosed with CRCA sheet

steel clad floor, mounting, epoxy based powder coating vermin proof,

fully interlocked horizontal isolation, and extensible, horizontal draw

out, air insulated /gas insulated, metal clad switch board having

single/double isolation features complete with circuits as detailed

below. The switch board would be complete with necessary insulation

– silicon based Raychem or equivalent insulated copper bursars,

Wiring, labels, cable eyes, cable termination to receive XLPE cables,

foundation bolts and suitable for operation on 66 KV 3 phase, 50 cycle,

earthed system with a rupturing capacity of 1500 MVA at 66 KV for 3

seconds. Single busbar; complete with gas-tight busbar end pieces; all

as Specification Cable Feeder Bays, complete with local control

cubicles; all as Specification-2nos. Transformer Feeder Bays, complete

with local control cubicle; all as Specification-3nos. complete with all

accessories etc. as required.

A) Bus Section and Metering/Earthing Bay, complete with local control

cubicle; all as Specification-1nos.

A.2 ELECTRICAL PLANT AND EQUIPMENT

MREE-2 Batteries -2nos and Chargers (110 V DC System)

Charger and voltage control units -2 nos.

66 kV Protection System

A.3 Cables/Feeders -

(i) 66 kV Cable Feeder Bays -1 sets Set 1 412528.00 412,528.00

(ii) 66kV Transformer Feeder Bays -1sets. Set 1 328394.00 328,394.00

(iii) 66 kV Bus Section Feeder Bays -1 sets. Set 1 328394.00 328,394.00

(iv) 66 kV Busbar and Breaker Failure Protection Set 1 170303.50 170,303.50

(v) 66kV single-core XLPE cables Mtr 270 25104.50 6,778,215.00

STATION AUXILIARY SUPPLY (LVAC SYSTEM) including 1 position

indicator of each type used -1 set

1 set of 50 lamps of each type used -1 set

1 aux. relay and aux. contactor of each type used -1 set

1 PCB of each type used (battery charger) -1 set

1 motorized CB of each type used (AC/DC) -1 set

1 complete maintenance tool box for batteries and rectifiers -1 set

1 MCB and MCCB of each type used -1 set

1 set of 5 fuses of each type used -1 set

1 time relay of each type used -1 set

1 measuring/indicating instrument of each type used -1 set

1 alarm annunciation device of each type used -1 set

10% of the total no. of battery cells -1 set

Two (2) Kits of Comprehensive Electrician Tools -2 set

CONTROL, SUPERVISION AND PROTECTION including

One relay/module (as applicable) of each type used for the equipment

as mentioned above - 1 Set

Test plugs for each type of protection relay supplied - 1 Set

Portable PC (latest model) with software for parameter setting,

monitoring, diagnostic, etc. for all numeric protection relays - 1 Set

One CPU module/PCB board (as applicable) of each type used - 1 Set

One data acquisition unit of each type used (including local control Set 1 2035500.00 2,035,500.00

panels) - 1 Set

One set of operation/diagnostics/maintenance tools - 1 Set

A.6 MREE-5 66 KV Single Panel board

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

One Incoming panel equipped with

1 – Air insulated metal clad housing

1 – Set of 3 phase, insulated copper bus bars 630 amps rating.

6 – Single pole cluster type isolating contacts i.e. plug and switches.

1 – Triple pole draw out truck/cassette mounted 66 KV 1500 MVA, 630

Amps Vacuum circuit breaker fitted with arc control devices.

1 – Trip free 240 V AC, motor charged spring release closing

mechanism complete with necessary auxiliary switches, emergency

hand trip device and mechanical ‘OFF’ & ‘ON’ indicators.

NO/NC contacts for remote ON/OFF/TRIP

1 – 24 Volt DC shunt trip coil.

1 – 24 V DC Power pack with suitable backup.

3 – Dual core dual ratio cast resin current transformers of ratio

200/100/5+5 Class 5P10 and Class 1.0, 15 VA burden for protection &

1-3 Phase cast resin horizontal draw out bus potential transformer

ratio 66 KV / √3 : 110 / √3 Volt, class 1.0, 100 VA, connected star/star

with H.V and L.V. connections, H.V. fuses and LV MCB of adequate

rating to withstand fault level in P.T circuit, isolating plugs for H.V. and

L.V. connection.

1- common Hooter

1 – Strip heater to prevent absorption of moisture.

The instrument and relay panel fitted with

1 – Digital voltmeter scaled 0 – 40 KV with 3 way and OFF selection

1 – Digital Ammeter of scaled (0-200) amps with 3 way and OFF

selection facility.

1 no.Multi function Meter (MFM-1) with RS 485 of 1.0 accuracy to

measure voltage, current, power factor, frequency, KW , KVA, KWH,

1 – no. circuit breaker control switch for electrical (T/N/C)

1 – Triple pole numerical I.D.M.T. over current & earth fault relay with

two outer elements connected for over current protection and the

middle element for earth fault protection over current setting 50% -

200% Earth fault setting 20% - 80% (51 and 51N)

1 – Master trip relay (86)

1 – Trip circuit Supervision relay.(95)

1 – Anti pumping relay (94)

1 – over voltage relay(59)

1 – Set of red / green indicating lamps for close and open position with

1 – Amber indicting lamp for auto trip with MCB

1 – Clear indicating lamp for trip circuit healthy with MCB

1 – Set of white indicating lamps one per phase with MCB.

1 - Blue indicating lamp for spring charged.with MCB

1 – Push button on front door for emergency trip.

1 – Cable end box suitable for cable termination to receive 66 KV 3

core 600 sq.mm XLPE cable.

66 KV, Single Panel board as described above & as per specification

Total cost 27,728,938.00

B SUB HEAD II- TRANSFORMERS :

1.0) MREE-6 66/11 kV Oil type Transformer with built-in HT AVR

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Design, manufacture, and supply of 10.0 MVA 3 phase, 66 kV/11 kV oil

cooled type Transformer copper wound with Dyn 11 connection and

neutral brought out for earthing. on load stepless automatic voltage

controller with built in Transformer of 10000 KVA capacity suitable

input voltage, 3 Phase and output, 3 Phase, 4 Wire, 33kV ±1%

stabilized accuracy having automatic / motorised control for correction

of voltage complete with auto / manual switch, Electronic Relay for

automatic sensing. The controller shall have arrangement for By-

Passing the regulator as well as buck boost transformer so that system

can run in transformer mode in case of problem in regulator / buck

boost transformer. HT side cable termination box shall be suitable for Set 1 16284000.00 16,284,000.00

66 kV, 3 C x 600 Sq. mm XLPE cable and 11 kV side terminal box shall be

suitable for termination of 2R x 3C x 240 Sq. mm XLPE Cable. The

transformer shall be supplied with all standard fitting viz dial type

winding oil Temperature Indicator, alarm contacts, thermistors for

Alarm and Trip, winding temperature relay unit with Alarm and trip,

lifting lugs, earthing studs and marshlling box, drain oil point etc.

complete in all respect with all accessories as required as per

Surge Arrestor shall be supplied with AVR in case bushing is provided.

Design, manufacture, supply, installation, testing and commissioning

at site of 160 kVA, 11/0.433KV, 3 phase, 50 Hz, delta/star connected,

outdoor oil Cooled (ONAN) Aux. transformer complete with all fittings

and accessories, off Load Tap Changer, RTCC, diagram & rating plate,

2.0) MREE-7 WTI & OTI and wiring upto marshalling box, lifting lugs, HT cable box,

LT cable connection etc. including all accessories required and as per

Technical specification. (Space provision to be provided to mount NCT,

NCT will be supplied loose by other agency/client)

Voltage Ratio : 11/0.433KV

Vector Group : Dyn11

Tap Range (OLTC) : +5% to -15% step of 2.5%

Insulation Class : 'F'

Terminal arrangement (HV) : 3C x 240 Sqmm (11kV)

Terminal arrangement (LV) : LT side terminal box shall be suitable

No.of aluminium armoured cable/ Bus duct as per SLD.

2.1) MREE-7 160 kVA Transformer as described above Nos. 1 3446780.00 3,446,780.00

Total Amount 19,730,780.00

Total Amount 19,730,780.00

C SUB HEAD III- DG SET:

PROVIDING, INSTALLING, TESTING AND COMMISSIONING OF 'SILENT

TYPE' DIESEL GENERATING SET:-

Supply, installation, testing and commissioning of following rating, 415

V, 3 Phase, 4-Wire, 50 Hz at 0.8 p.f. silent diesel generator set with

acoustically treated cannopy suitable for AMF/Manual operation with

Radiator cooling, alternator, of suitable rating 415 Volts at 1500 RPM, 3

phase, 50Hz AC supply with 0.80 lagging power factor at 40°C 50% RH

& at 1000 Mtrs. MSL, 24 V batteries, charger with battery leads,one

MREE- 8 day fuel Tank(Capacity as per manufacturer standard),Residential

silencer and AVM Pads, all accessories as specified in the

specifications, including first fill of lube oil providing common base

plate, anti vibration isolators, cable termination adopter box, drip

trays, foundation bolts, glands, nuts etc. as required for a complete

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

DG Sets shall include one day fuel tank (990 liters/as per design) for

each D.G. set. The day fuel tank shall be fabricated out of 2 mm thick

MS sheets and shall include the cost of removable cover with locking

arrangement, the cost of painting, the cost of providing all the

required appurtenances like inlet & outlet connection, float valves,

drain connection, mechanical oil level indicator and low level/high

level alarms and the cost of support rrangement etc. complete as per

specification and as required. The Alternator overload capacity shall

not be less than 110% of rated capacity for 1 hour in every continuous

running of 12 hours. The DG Set shall be mounted on a fabricated rigid

common base frame with anti-vibration mountings to provide at least

98% vibration isolation. The DG set shall include all accessories,

fittings, instruments and standard tool kit complete as per

specification and as required including control cabling

Radiator cooling system.

Fly Wheel to suit flexible/rigid coupling with guard.

Electronic Governor.

Air Cleaner with Vacuum Indicator.

Fuel and Lub Oil Filter.

By pass filter.

Corrosion inhibitor coolant.

Fuel Pump PT Type.

Electric Starter 24 Volts DC.

Battery Charging Alternator with Built-in-regulator - 24 Volts, 30 Amps.

With MS battery stand complete with insulated mattings and

instrument panel comprising of switch with key & battery charging

Residential Silencer (as per latest CPCB norms including baffle plates

and 75mm thick glass/mineral wool insulation complete with wire

mesh chicken mesh and 26 gauge aluminium cladding from engine

upto silencer, supporting arrangement complete as required). with dry

exhaust manifold.

i) Expansion below fabricated out of SS sheet.

ii) Flue pipe of required size from DG set flue outlet upto Silencer.

Lube oil pressure gauge

Water temperature gauge

Safety control for low lube oil pressure

Over speed and high cooling temperature with indication and tripping

Alternator insulation Class "H" suitable to withstand tropical

Fabricated rigid common base frame with anti-vibration mountings.

Vibration Isolator

Adaptor box and extension of busbars for aluminium cable

termination/bus duct insulation as required.

Lub Oil Cooler.

Flexible Pipe joints for Silencer.

Anti Vibration Pads.

Droop setting for the synchronization.

Naturally aspirated turbocharger as per manufacturer's specifications.

suitable ACOUSTIC ENCLOSURE Rediator cooled diesel engine.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Rating of DG Sets as Follows :-

MREE- 8 160 KVA D.G. Set (open type) Nos. 2 1009608.00 2,019,216.00

Supply of following size of exhaust piping with MS pipe 6 mm thick

complete with necessary bends, flanges etc. and insulated with 75mm

thick. Rock wool slabs (96kg/cubic mtr. Density) & cladded with 24

gauge AL sheet as required. Painting Scheme as per Railway standard

painting scheme, complete in scope of vendor.

ii) Supply of SS Bellow 250 mm dia EACH 2 33883.75 67,767.49

Providing of insulation material for Silencers (including the supply &

installation of silencers )

Total Amount 2,259,048.38

Total Amount 2,259,048.38

D SUB HEAD IV- EARTHING :

1 5.4 GI Plate Earthing

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonry enclosure with cover plate having

locking arrangement and watering pipe of 2.7 metre long etc. with Set 40 7472.00 298,880.00

charcoal/ coke and salt as required.

2 5.6 Copper Plate Earthing -

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick

including accessories, and providing masonry enclosure with cover

plate having locking arrangement and watering pipe of 2.7 metre long Set 8 13838.00 110,704.00

etc. with charcoal/ coke and salt as required.

3 5.8 P/ F 50 mm x 5 mm Copper Strip -

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below

ground as strip earth electrode, including connection/ terminating

with nut, bolt, spring, washer etc. as required. (Jointing shall be done Mtr. 200 972.00 194,400.00

by overlapping and with 2 sets of brass nut bolt & spring washer

spaced at 50mm)

4 5.9 S/ L 50 mm x 12 mm GI Strip -

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below

ground as strip earth electrode, including connection/ terminating

with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be Mtr. 1059.1 144.00 152,506.24

done by overlapping and with 2 sets of G.I. nut bolt & spring washer

spaced at 50mm)

5 5.14 P/ F 25 mm x 5 mm Copper Strip -

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess

for connections etc. as required.

6 5.15 S/ L 25 mm x 5 mm GI Strip -

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for

connections etc. as required.

7 5.18 P/ F 6 SWG Loop Earthing Wire in Surface/ Reccess -

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop

earthing along with existing surface/ recessed conduit/ submain Mtr. 100 42.00 4,200.00

wiring/ cable as required.

Supplying, fixing, testing and commissioning of following bare Copper/

8 MREE-11 GI flat including all necessary fixing accessories and effecting -

a) 50 mm x 6 mm thick Cu flat RM 74 2239.05 164,984.40

b) 32 mm x 6 mm thick Cu flat RM 8 1696.25 13,570.00

c) 50 mm x 6 m thick GI flat RM 8 692.07 5,536.56

d) 25 mm x 6 m thick GI flat RM 8 434.24 3,473.92

Supply and laying medium class GI pipe under road/paved areas/wall

9 MRSE-1 crossing etc. including earth excavations refilling, ramming and making -

good as approved.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Providing, laying and fixing following dia RCC pipe NP2 class (light

duty) in ground complete with RCC collars, jointing with cement

10 14.14 mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) -

and refilling etc as required

Supplying and laying of following size DWC HDPE pipe ISI marked along

with all accessories like socket, bend, couplers etc. conforming to IS

14.16 14930, Part II complete with fitting and cutting, jointing etc.direct in -

ground (75 cm below ground level) including excavation and refilling

the trench but excluding sand cushioning

14.16.4 160 mm dia (OD-160 mm & ID-135 mm nominal) Meter 300 481.00 144,300.00

Total Amount 3,491,770.12

Total Amount 3,491,770.12

E SUB HEAD V- SUB STATION SAFETY EQUIPMENTS

Supplying of Rubber hand gloves suitable for 66/11/0.433 kV.as per IS

Supplying and fixing of Shock treatment chart both in Regional, Hindi &

MREE-13 English.and framed with 5mm thick glass as required.as per IS Standard Each 10 366.39 3,663.90

Supply & fixing HT danger notice plate of 250 mm x 200mm, made of

mild steel sheet of at least 2mm thick & vitreous enamelled white on

MREE-14 both sides and with inscription in signal red colour on front side as Each 4 781.63 3,126.53

required. (11/0.433 kV)as per IS Standard

Supply & fixing MV danger notice plate of 200 mm x 150mm, made of

mild steel sheet of at least 2mm thick & vitreous enamelled white on

MREE-15 both sides and with inscription in signal red colour on front side as Each 20 586.22 11,724.48

required.as per IS Standard

Supply of First aid box containing material as prescribed by St. John

MREE-16 Ambulance brigade OR Indian Red Cross conforming to IS 2217-1963 Each 2 1025.89 2,051.78

complete as required.

Supply and fixing of 11/0.433KV grade class C nominal 3.0 mm + 10%

thick insulated wit 1 mtr wide synthetic Mat conforming to IS

15652:2006 and meeting the requirments of IS 5216 (Part 1, 2 & 3) IS

8437, IEC-179 Pub-1, along-with suitable adhesive / chemibound, PU 1230.80 12,307.99

MREE-17 RM 10

resin, waterproffinf compound and celing material as per

recommendition of the manufacturaer and as per specifications and

direction of Engineer-in- charge.

Providing Single Line Diagram on 5mm thick Aluminium sheet in A0

Size duly laminated.as per IS Standard

Providing Single Line Diagram on 5mm thick Aluminium sheet in A1

Size duly laminated.as per IS Standard

Providing and fixing HT Danger notice plate of 200mm x 150mm, made

of mild steel, at least 2mm thick, at vitreous enameled white on both

sides, and with inscription in single red colour on front side as

required.as per IS Standard

MREE-21 Caution board printed in signal red "Man on Line". Each 20 788.42 15,768.34

MREE-22 Caution board printed in signal red "Don’t switch on". Each 20 788.42 15,768.34

Total of SUB STATION SAFETY EQUIPMENTS 81,456.64

F SUB HEAD VI- EXTERNAL LIGHTING:

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF POLE &

3.12 EXTERNAL LIGHTING FIXTURE

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

S.I.T & C of continuously tapered multifaceted and polygonal cross

section High mast as per detailed specification & details given

a) 1 or 2 sections having suitable sectional length with slip joints

between sections without any circumpherencial welding. b) Double

drum winch with separate handle for manual operation of winch with

a torque limiting device for safe docking of carriage.

c) Raising/lowering type lantern carriage designed to carry 08 nos

luminaries; control gear box, junction box and top pulley assemble

with weather proof cover.

d) Necessary suitable length for lowering & rising of lantern carriage of

stainless steel wire ropes of 7/19 construction(with minimum 6mm

dia) and multicore flexible copper power cable

e) Hinged service door in base section base plate earthing terminal.

MREE-23 f) Suitable arrangement for supply distribution with termination of

suitable size underground cable in high mast.

g) Complete with other provision for execution in the confirmation

with detailed technical specifications.

h) Lightning conductor finial made of 25mm dia 300 mm long G.I.tube

having single prong.

i) Integral single power tool (electrical) for lowering & raising of high

mast with separate manually operated system.

j) Anchor plate, templates, foundation bolts manufactured from

special steel along with nuts washers etc,

25.0M Highmast with all accessories as required. Nos. 1 983146.50 983,146.50

Totally enclosed min. 400W Flood Ligh luminaire, Efficiency not less

than 110 lumens/watt with lenses, the operating CCT shall be 5700-

6500K with CRI of ≥70. consisting of High-quality Pressure die-cast

aluminum housing LM6 alloy, heat resistant toughened

MREE-24 glass/polycarbonate cover, IP 66, with 4 kV surge protection minimum Nos. 8 86824.93 694,599.45

suitable for operation 230+/-10%, 50 Hz Ac supply with all accessories

compete wiring from junction box to lights as required

9.0 mtr. (Octagonal) Street Lights Poles including the cost of providing

600mm dia 6 mm thick MS plate welded to the base of the pipe and

including digging and including the cost of masonry base pedstal built

with 1:3:6 concrete (1 cement, 3 coarse sand and 6 graded stone

aggregate 40 mm nominal size) provided with a 200 mm x 150 mm x

100 mm deep looping cable box recessed in the base pedestal/ surface

mounted fabricated from 14 SWG MS sheets with hinged gasketted

lockable door, terminal block for incoming and outgoing PVCA cables,

16 amps SP MCB, 2 Nos. suitable length 50mm dia PVC pipe for

incoming and outgoing cables and including the cost of painting,

wiring, in pole from terminal block upto the light fittings with 2 x 2.5

sq.mm copper conductor 1100 volt grade PVC insulated wires

alongwith loop earthing with 1 no. 8 SWG GI wire, earth stud etc.

complete as required and as below.

ii) Double Arms 1 18319.50 18,319.50

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Totally enclosed Pure White Philips Solar Street light min. 120W Street

Light luminaire, Efficiency not less than 110 lumens/watt with lenses,

the operating CCT shall be 5700-6500K with CRI of ≥70. consisting of

High-quality Pressure die-cast aluminum housing LM6 alloy, heat

MREE-26 resistant toughened glass/polycarbonate cover, IP 66, with 4 kV surge Each 128 16284.00 2,084,352.00

protection minimum suitable for operation 230+/-10%, 50 Hz Ac supply

with all accessories compete wiring from junction box to lights as

required as required

Supply of totally enclosed Pure White Philips Solar light min. 50W

luminaire, Efficiency not less than 110 lumens/watt with lenses, the

operating CCT shall be 5700-6500K with CRI of ≥70. consisting of High-

quality Pressure die-cast aluminum housing LM6 alloy, heat resistant

MREE-27 toughened glass/polycarbonate cover, IP 66, with 4 kV surge Each 15 18319.50 274,792.50

protection minimum suitable for operation 230+/-10%, 50 Hz Ac supply

with all accessories compete wiring from junction box to lights as

required as required

Supply of 3 mtr. (Octagonal) Street Light Poles including the cost of

providing 600mm dia 6 mm thick MS plate welded to the base of the

pipe and including digging and including the cost of masonry base

pedstal built with 1:3:6 concrete (1 cement, 3 coarse sand and 6

graded stone aggregate 40 mm nominal size) provided with a 200 mm

x 150 mm x 100 mm deep looping cable box recessed in the base

pedestal/ surface mounted fabricated from 14 SWG MS sheets with

hinged gasketted lockable door, terminal block for incoming and

outgoing PVCA cables, 16 amps SP MCB, 2 Nos. suitable length 50mm

dia PVC pipe for incoming and outgoing cables and including the cost

of painting, wiring, in pole from terminal block upto the light fittings

with 2 x 2.5 sq.mm copper conductor 1100 volt grade PVC insulated

wires alongwith loop earthing with 1 no. 8 SWG GI wire, earth stud etc.

complete as required and as below.

Supply of totally enclosed min. 30W Post Top Light luminaire,

Efficiency not less than 110 lumens/watt with lenses, the operating

CCT shall be 5700-6500K with CRI of ≥70. consisting of High-quality

Pressure die-cast aluminum housing LM6 alloy, heat resistant

MREE-29 toughened glass/polycarbonate cover, IP 66, with 4 kV surge Each 15 5156.60 77,349.00

protection minimum suitable for operation 230+/-10%, 50 Hz Ac supply

with all accessories compete wiring from junction box to lights as

required as required

Spike Light 6W Efficiency not less than 110 lumens/watt connection &

wiring from junction box.

Bollard Light 5W, Efficiency not less than 110 lumens/watt

connection & wiring from junction box.

Total Amount 6,536,484.45

Total Amount 6,536,484.45

Supply of following sizes of XLPE insulated PVC sheathed armoured

Copper conductor cable of 1.1 KV grade

i) 4 core x 2.5 Sq mm copper conductor armoured cable. M 80 165.55 13,244.32

ii) 3 core x 10 Sq.mm. copper conductor armoured cable. M 80 393.53 31,482.40

iii) 3 core x 6 Sq.mm. copper conductor armoured cable. M 750 244.26 183,195.00

Laying of one number additional PVC insulated and PVC sheathed /

XLPE power cable of 1.1 KV grade of following size direct in ground in

MREE-33 the same trench in one tier horizontal formation including excavation -

and refilling the trench etc as required, but excluding sand cushioning

and protective covering.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Supply and making end termination with brass compression gland and

copper lugs for following size of XLPE insulated and PVC sheathed -

aluminium conductor cable of 1.1 KV grade as required.

i) 4 core x 2.5 Sq mm Cu Each 10 303.97 3,039.68

ii) 3 core x 10 Sq.mm. Cu Each 10 947.19 9,471.86

iii) 3 core x 6 Sq.mm. Cu Each 120 880.69 105,683.16

Providing and fixing following size of GI strips/ GI wire etc. on surface

MREE-35 or in recess for connections, including GI clamps etc. as required. -

Total Amount 621,723.12

Total Amount 621,723.12

G SUB HEAD VII- LT PANEL's:

General Notes: Applicable for all Panels:

The BOQ shall be read in conjunction with general notes, specification,

single line diagram & boq. Incase of any discrepancy between General

notes, SLD, specification & BOQ, the same shall be brought to the

1 MREE-36 notice of Client/Consultant before quoting the rates, otherwise

stringent condition shall be deemed to have been considered.

All ACBs shall have Ics=Icu=Icw=50kA for 1S, fully rated at 50 degree

Centigrade ambient

All ACBs shall have inbuilt releases for Over Current, Short Circuit and

All ACBs shall be provided with minimum 4 NO + 4 NC spare auxiliary

contacts (other than

used in the control circuit) awired upto terminal block.

All incoming ACB shall have LED display for event history and

measurement of parameters.

All MCCB shall have Ics=100% Icu.

All MCCB shall have adjustable Overload and Short Circuit trip settings

as per the load

All MCCB shall be provided with door interlocked rotary handle and

ON, OFF, TRIP Indicating lamp protected with 2A, SP MCBs . The MCCB

upto 250A shall be with thermal magnetic releases and above 250A

shall be with micro processor based releases.

All Microprocessors based MCCBs shall be provided with inbuilt O/C,

S/C and E/F releases

& thermal magnetic based shall be with inbuilt O/C & S/C releaseswith

earth fault module

All feeder doors shall have pad locking arrangement.

All TP feeders shall have solid isolable neutral link.

All Star/Delta starter to be provided with Motor duty MCCB, AC-3 duty

contactor, over load relay with single phase preventor, digital

ammater, suitable ratio CL-1, 5VA cast resin CTS, start/stop push

button & on/off/trip indicating lamps etc. All Switchgears should by

type-2 coordinated. All starters shall have Start and stop from remote

All DOL starter to be provided with Motor Protection Circuit Beaker

MPCB, AC-3 duty contactor, over load relay with single phase

preventor, digital ammater, suitable ratio CL-1, 5VA cast resin CTS,

start/stop push button & on/off/trip indicating lamps etc. All

Switchgears should by type-2 coordinated.

All starters shall have Start and stop from remote location.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

All ACB's shall be provided with Breaker Control Switch (BCS) having

lost motion device.

Bus Coupler shall be provided without releases but with on & off

indicating lamps.

Spare contacts of ACB/Relays/Contactor etc. shall be wired upto

terminal block.

All Energy meters are digital type & with RS-485 port for

Bus bar chamber shall be kept at top of the all panels.

Internal wiring of panel shall be with size 2.5sqmm Flexible Copper

Conductor for CT circuit

and control wiring with 1.5 sqmm.

All Lift Panels transport section should not be more then 1000 mm.

In soft starter Vender should supply power contactor with aux.

Contactor & All necessary accessories required etc. (As per BOQ &

All indicating light shall be LED type .

Each vertical section of floor mounted panel shall have independent

base frame (75mm x 40mm) size made out of 3 mm sheet steel (LT

Panel & DG Panel).

All the makes shall be as per approved make list only.

Wherever only voltmeter & ammeter are required, the same may be

provided in combined meter suitable for both parameter.

Space heater shall be provided in each cable alley.

All links/drops for ACB/MCCB shall be designed for full rated current of

ACB/MCCB rating at same current density of Main Bus Bar.

Gas flooding system of panel will be the part of Panel Manufacturer

and furher Necessary Co-ordination shall be done by the Panel

Manufacturer / Vendor with the vendor of "Gas flooding system" for

fire protection, for making suitable provisions in the panels, at the

Design stage, Manufacturing stage, stage of testing at works & stage of

commissioning at

All CTs and PTs shall be cast resin type.

The current density of the bus bar shall not be more then 0.8A/Sqmm.

Single Line of the Panels is attached for reference.

400 Amps TP+N MCCB with following accessories:

Digital electronic VAF meter with and 400/5 Amps 5 VA, CL 1 CTs . - 1

Phase indicating light shall be protected by 2 Amps SP MCB's. -3 Set.

500 Amps TPN aluminium bus bars with heat shrinkable insulation

sleeve. - 1 Set

80A 4pole MCCB - 3 Set

63A 4pole MCCB - 4 Set

250A 4pole MCCB - 1 Set

63A 4pole MCCB - 2 Set

80A 4pole MCCB - 2 Set

250A 4pole MCCB - 1 Set

All MCCB’s shall be of 25 KA breaking capacity.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

All MCB’s shall be of 10 KA breaking capacity.

MREE-36 Mail LT Panel_ described as above Set. 1 1065245.00 1,065,245.00

2 External Lighting Feeder Pillar

Supply, Installation, Testing and Commissioning of cubicle type LT

panel, IP55, suitable for 415V+/-10%, 3 Phase, 4 wire 50 Hz AC supply

system fabricated in compartmentalized modular design from CRCA

sheet steel of 2 mm thick for frame work and covers, 3 mm thick for

gland, plates i/c cleaning & finishing complete with 7 tank process for

powder coating in approved shade, having TPN Aluminium alloy bus

bars for high conductivity, DMC/SMC bus bar supports,with short

circuit withstand capacity of 25 KA for 1 sec, bottom base channel of

MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication

MREE-37 shall be done in transportable sections, entire panel shall have a

common copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos.

earth stud, solid / flexible connections from main bus bar to

switchgears and from switchgear output to cable termination in cable

alley with required size of AL conductors / bus bars and control wiring

with 2.5 sqmm PVC insulated copper conductor cable (FRLS), cable

alleys, cable gland plates in two half, i/c providing following

switchgears / accessories as per specifications.

1 No. 63 Amp, 4P Moulded Case Circuit Breaker (Ics = Icu = 25 KA) with

thermal magnetic based release

1 Nos. 70 Amp 4 Pole Contactor with 1 No. Timer for Automatic

Operation, A/M Selector switch.

Incomer shall have the following items:

Intelligent Multifuntion Meter ( with Voltage, Current & Frequency)

with selector switch and one set of 3 nos. CTs of ratio 63/5A , Class I

accuracy and 15 VA burden- 1set.

3 Nos. Indication lamp OFF/ON/TRIP with 2 amp back up MCB.

TPN aluminium bus bars of minimum 100 Amps capacity with heat

shrinkable coloured sleeves and i/c, SMC bus bars supports at required

intervals complete for cross section, size supports & their spacing etc.

for withstanding fault level of 25 KA for 1 sec.

40 Amp 4P MCB(10kA) - 2 Sets

32 Amp SP MCB (10 KA)- 2 Sets

16 Amp SP MCB(10kA) - 17 Sets

Supplying,Receiving, fixing, testing & commissioning of above

described Panel

Total Amount 1,316,290.00

Total Amount 1,316,290.00

H SUB HEAD VIII- HT CABLES :

Laying of one number PVC insulated and PVC sheathed / XLPE power

8.3 cable of 11 KV grade of following size in the existing RCC/ HUME/

METAL pipe as required.

8.3.2 Above 120 sq. mm and upto 400 sq. mm Metre 50 134.00 6,700.00

Laying of one number PVC insulated and PVC sheathed / XLPE power

8.4 cable of 11 KV grade of following size in the existing masonry open -

duct as required.

8.4.2 Above 120 sq. mm and upto 400 sq. mm Metre 9.5 115.00 1,092.50

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Laying of one number XLPE power cable of 33 KV grade of following

size direct in ground including excavation, sand cushioning, protective

covering and refilling the trench etc as required

8.5.2 Above 120 sq. mm and upto 400 sq. mm Metre 4 000 582.00 2,328,000.00

5 MREE-38 Supply of 11 KV HT Cable -

Supply of following sizes of 11 KV cables conforming to the data given

Guaranteed Technical Particulars for 11 KV Cables -

Core/Size :3 -

Material : Aluminum -

Shape : Circular compacted -

Type : Stranded -

Insulation : -

Material : XLPE -

Inner Seath: -

Material : FRLS PVC -

Type : Extruded -

Material : GI -

Type : Flat -

Outher Sheath: -

Material : FRLS PVC -

Type : ST 2 -

Drum Length : As per Site requirement -

MREE-38 3 C x 300 Sq.mm XLPE HT cable (Unearthed) RM 6 069 6691.37 40,611,463.40

6 HT Cable Termination -

Supplying and making indoor cable end termination with heat

shrinkable jointing kit complete with all accessories including lugs

suitable for following size of 3 core, XLPE aluminium conductor cable -

of 11 KV grade as required :

Supplying and making outdoor cable end termination with heat

shrinkable jointing kit complete with all accessories including lugs

suitable for following size of 3 core, XLPE aluminium conductor cable

of 11 KV grade as required :

Supplying and making straight through cable jointing with heat

shrinkable jointing kit complete with all accessories including ferrules

10.6 suitable for following size of 3 core, XLPE aluminium conductor cable -

of 11 KV grade as required :

Total Amount d 44,777,399.40

Total Amount d 44,777,399.40

I SUB HEAD IX- OFC CABLES :

Supply of 6core armoured single mode optical fibre cable with

Attenuation before cladding less than 0.20 dB/km after cladding

0.22db/km, Zero Dispersion Wavelength 1300 to 1324 nm, zero

MREE-39 dispersion slope ≤0.092 PS/nm2 km, PMD (Polarization Mode Metre 5 800 58.35 338,435.80

Dispersion) ≤0.2 PS/√km, Cable Cut-off Wavelength (λcc) ≤1260 nm,

Macro bending Loss (100 turns; Ф50 mm) @1550 nm ≤ 0.05 db.

Cladding Diameter 125 ±1μm And Proof stress ≥0.69Gpa.

MREE-40 Stringing of cable Metre 5 200 24.43 127,015.20

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Splicing/ jointing of Fiber Optic Cables with Splice

loss of fiber with MFD 9.3um with fiber of range

MREE-41 8.8~9.6um, Core-Clad Concentricity in today’s G.652 Nos. 10 2442.60 24,426.00

single mode fibers is <0.5um.and offset is in opposite

directions (total 1um offset), the contributed loss will

Supply of Jointing box (Bamboo type) for OFC.water

proof, fire-retardant and quake-proof etc.

MREE-43 supply of 8 Port Network Gigabit Switch. Nos. 2 4342.40 8,684.80

Supplying and laying of following size DWC HDPE pipe ISI marked along

with all accessories like socket, bend, couplers etc. conforming to IS

14930, Part II complete with fitting and cutting, jointing etc.direct in

ground (75 cm below ground level) including excavation and refilling

the trench but excluding sand cushioning

14.16.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Meter 680 247.00 167,960.00

Total Amount describe as above -

Total Amount describe as above -

Providing and laying of 66 KV network on steel tubular poles 9/11/13

Mtr with bunch cable /HT cable , insulators, clamps, terminal boxes,

J MREE-44 GO/Do switch and earthing . The pole shall be erected in cement Meter 250 2600.01 650,003.00

contrete with muff etc as required. Complete job in all respect.

Total Amount 2,240,536.00

Total Amount 2,240,536.00

K SUB HEAD X- CABLES, MAINS AND SUB MAINS :

Supply, laying. Testing & commissioning of the following sizes of 1.1 kv

FRLS multicore aluminium conductor XLPE insulated and PVC sheathed

3.1 MREE-45 armoured cable as per IS: 7098:1988 (Part-I) with upto date

amendments. on the surface of wall or on existing cable trays or in

existing pipes/ready made cable trenches etc.

g ii) 3.5CX70SQMM AL Meter 80 1038.11 83,048.40

h iii) 3.5CX50SQMM AL Meter 10 777.56 7,775.61

i iv) 3.5CX35SQMM AL Meter 130 578.08 75,150.66

vii) 3.5CX10SQMM AL Meter 25 386.75 9,668.63

viii) 3.5CX6SQMM AL Meter 15 347.39 5,210.88

k ix) 3CX50SQMM AL Meter 15 689.36 10,340.34

l x) 3CX35SQMM AL Meter 15 534.66 8,019.87

m xi) 4CX25SQMM AL Meter 15 508.88 7,633.13

Supply, laying. Testing & commissioning of the following sizes of 1.1 kv

FRLS multicore copper conductor XLPE insulated and PVC sheathed

3.2 MREE-46 armoured cable as per IS: 7098:1988 (Part-I) with upto date -

amendments. on the surface of wall or on existing cable trays or in

existing pipes/ready made cable trenches etc.

F ii) 2CX6SQMM Cu Meter 150 466.81 70,021.20

Supply, laying. Testing & commissioning of the following sizes of 1.1 kv

grade Fire Survival multicore Aluminium/copper conductor XLPE

insulated and PVC sheathed armoured cable as per IS: 7098 with upto

date amendments. on the surface of wall or on existing cable trays or

in existing pipes/ready made cable trenches etc.

f i) 3CX25 SQMM AL, FS Meter 30 781.63 23,448.96

g ii) 4CX16 SQMM AL, FS Meter 29 749.06 21,722.86

h iii) 4CX10 SQMM Cu, FS Meter 30 1593.12 47,793.54

i iv) 3CX6 SQMM Cu, FS Meter 30 876.62 26,298.66

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

SITC of indoor end termination with brass single compression gland

(Heavy duty type) and Aluminium/Cu lugs for following size of PVC

3.4 9.1 insulated and PVC sheathed / XLPE aluminium/copper conductor -

armoured cable of 1.1 KV grade as required.

Supplying and making indoor end termination with flame proof brass

compression gland (Heavy duty type) and Aluminium/Cu lugs for

3.5 MREE-48 following size of PVC insulated and PVC sheathed / XLPE aluminium/Cu -

conductor armoured cable of 1.1 KV grade as required.

g iii) 4CX16 SQMM Cu, FS Sets 4 861.70 3,446.78

h iv) 4CX10 SQMM Cu, FS Sets 4 848.13 3,392.50

i v) 3CX6SQMM Cu, FS Sets 4 746.35 2,985.40

Supply, laying, testing and commissioning of following FRLS PVC

Copper armoured shielded/unshielded control cable in trenches /on -

existing cable trays/ walls including the cost of saddles, gutties,

clamps, lugs etc.as required.

a i) 12C x 2.5 sq.mm shielded cable Mtrs. 160 707.00 113,119.52

f vi) 2C x 2.5 sq.mm shielded cable Mtrs. 60 127.56 7,651.78

Total Amount 2,967,034.30

Total Amount 2,967,034.30

TOTAL EXTERNAL ELECTRICAL 111,751,460.40

Internal EIectrical

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

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

sq.mm FRLS PVC insulated copper conductor single core cable etc. as

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 conductor single core cable in surface/

1.55 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. mm FRLS Metre 506. 4 334.00 169,146.85

PVC insulated copper conductor single core cable for loop earthing as

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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. mm FRLS Metre 35 537.00 18,795.00

PVC insulated copper conductor single core cable for loop earthing as

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 350 439.00 153,650.00

1.14.5 2x10 sq. mm + 1x6 sq. mm earth wire Metre 570.00 -

1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Metre 754.00 -

1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 1005.00 -

Supplying and fixing two module stepped type electronic fan regulator

1.25 on the existing modular plate switch box including connections but Nos. 13 369.00 4,797.00

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 Nos. 4 676.00 2,704.00

residential buildings). (For UPS Supply on workstations)

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 alongwith modular

1.27 base & cover plate for modular switches in recess etc. as required. -

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

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 Each 5 477.00 2,385.00

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

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

A & 15/16 A modular socket outlet and 15/16 A modular switch, Nos. 15 586.00 8,790.00

connections etc. as required.

Supplying and fixing following modular switch/ socket on the existing

1.24 modular plate & switch box including connections but excluding -

modular plate etc. as required.

1.24.6 Telephone Socket Outlet Each 4 148.00 592.00

1.24.7 Data Socket Outlet Each 4 148.00 592.00

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 required. -

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

1.53 surface/ recessed Steel/ PVC conduit as required. -

Supplying and fixing modular blanking plate on the existing modular

1.26 plate & switch box excluding modular plate as required. Each 8 40.00 320.00

Supplying and fixing DP sheet steel enclosure on surface/ recess along

2.16 with 25/32 A 240 V "C" curve DP MCB complete with connections, Each 10 1169.00 11,690.00

testing and commissioning etc. as required.

Total Amount 1,135,068.85

Total Amount 1,135,068.85

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 sqmm FRLS Copper

MRIE-1 conductor single core cable i/c earthing etc. As required. Note: All LED -

Fixtures shall have power factor ≥0.90

1 i) 12W LED DOWNLIGHTER SURFACE MOUNTED Nos. 9 1092.50 9,832.50

2 ii) 36W 2FT X 2FT LED RECESSED MOUNTED LIGHT Nos. 27 3737.50 100,912.50

3 iii) 15W LED SURFACE MOUNTED LIGHT FIXTURE Nos. 20 1265.00 25,300.00

4 iv) 20W LED WALL MOUNTED TUBE LIGHT FIXTURE Nos. 1 1725.00 1,725.00

5 v) 10W MIRROR LIGHT Nos. 6 977.50 5,865.00

6 vi) FAN REGULATOR Nos. 13 276.00 3,588.00

7 vii) CEILING FAN,1200MM SWEEP Nos. 13 3392.50 44,102.50

8 viii) EXHUST FAN WITH 6A SOCKET Nos. 2 1265.00 2,530.00

I/C Total Amount of SH : I/B 193,855.50

I/C Total Amount of SH : I/B 193,855.50

SH : I/C (Distribution Boards) -

Supplying and fixing following way, single pole and neutral, sheet steel,

MCB distribution board, 240 V, on surface/ recess, complete with

2.3 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 Nos. 2 2206.00 4,412.00

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, neutral bus bar,

earth bar, din bar, interconnections, powder painted including -

earthing etc. as required. (But without MCB/RCCB/Isolator)

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. as required.

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

MRIE-3 complete with connections, testing and commissioning etc. as -

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

pole miniature circuit breaker suitable for inductive load of following

MRIE-4 poles in the existing MCB DB complete with connections, testing and -

commissioning etc. as required.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Supplying and fixing of following rating double pole (Single phase and

neutral) 240 volts, residual current circuit breaker (RCCB), having a

2.14 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 (RCCB), having a

2.15 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 of sheet

steel, dust protected, duly powder painted, inclusive of 200 A tinned

copper bus bar, common neutral link, earth bar, din bar for mounting

MCBs (but without MCBs and incomer ) as required . (Note : Vertical

type MCB TPDB is normally used where 3 phase outlets are required.)

Supplying and fixing single pole blanking plate in the existing MCB DB

complete etc. as required. Nos. 30 13.00 390.00

Total Amount of SH : I/C 84,335.20

Total Amount of SH : I/C 84,335.20

TOTAL INTERNAL Electrical 1,413,259.55

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 34 5632.40 191,501.60

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 Stainless Steel A ISI 304 (18/8) kitchen sink as per

I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including

painting of fittings and brackets, cutting and making good the walls

wherever required :

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 - charge.

Providing and fixing CP Brass 32mm size Bottle Trap of approved

5 18.22A quality & make and as per the direction of Engineer-in-charge. each 42 869.65 36,525.30

Providing and fixing in position 25 mm diameter mosquito proof

coupling of approved municipal design.

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

(of approved quality) complete with 6 mm thick hard board ground

fixed to wooden cleats with C.P. brass screws and washers complete.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

8 18.34 Providing and fixing toilet paper holder -

9 18.35 Providing and fixing soil, waste and vent pipes : -

18.35.1.2 Centrifugally cast (spun) iron S and S pipe as per IS:3989 meter 1022 1063.95 1,087,356.90

18.35.2 75 mm diameter. -

18.35.2.2 Centrifugally cast (spun) iron S and S pipe as per IS:3989 meter 213 1032.10 219,837.30

Providing and filling the joints with spun yarn cement slurry and

10 18.36 cement mortar 1:2 (1 cement : 2 fine sand) in S.C.I / C.I pipes -

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:

18.37.2 For 75 mm dia. pipe each 2 300.85 601.70

Providing and fixing bend of required degree with access door,

12 18.38 insertion rubber washer 3 mm thick, bolts and nuts complete: -

18.38.1.2 Sand cast iron S and S as per IS:3989 each 48 613.85 29,464.80

18.38.2.2 Sand cast iron S and S as per IS:3989 each 4 464.25 1,857.00

13 18.39 Providing and fixing plain bend of required degree: -

18.39.1.2 Sand cast iron S and S as per IS:3989 each 34 446.60 15,184.40

18.39.2.2 Sand cast iron S and S as per IS:3989 each 1 303.70 303.70

14 18.40 Providing and fixing heel rest sanitary bend: -

18.40.1.2 Sand cast iron S and S as per IS:3989 each 74 446.60 33,048.40

18.40.2.2 Sand cast iron S and S as per IS:3989 each 1 410.70 410.70

Providing and fixing double equal junction of required degree with

15 18.41 access door, insertion rubber washer 3 mm thick, bolts and nuts -

18.41.1.2 Sand cast iron S and S as per IS:3989 each 6 921.15 5,526.90

18.41.2.2 Sand cast iron S and S as per IS:3989 each 1 731.80 731.80

Providing and fixing single equal plain junction of required degree with

16 18.43 access door, insertion rubber washer 3 mm thick, bolts and nuts -

18.43.1.2 Sand cast iron S and S as per IS:3989 each 2 747.65 1,495.30

18.43.2.2 Sand cast iron S and S as per IS:3989 each 1 584.65 584.65

Providing and fixing single equal plain junction of required degree.

18.44.1.2 Sand cast iron S and S as per IS:3989 each 2 714.20 1,428.40

18.44.2.2 Sand cast iron S and S as per IS:3989 each 1 504.35 504.35

18 18.56 Providing and fixing terminal guard : -

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

18.56.1.2 Sand cast iron S and S as per IS:3989 each 1 446.60 446.60

18.56.2.2 Sand cast iron S and S as per IS:3989 each 1 317.05 317.05

19 18.57 Providing and fixing collar : -

18.57.1.2 Sand cast iron S and S as per IS:3989 each 226 446.60 100,931.60

18.57.2.2 Sand cast iron S and S as per IS:3989 each 4 276.90 1,107.60

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

centrifugally cast (spun) iron pipes of diameter : -

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

21 18.60 hinged grating with or without vent arm complete, including cost of -

cutting and making good the walls and floors :

18.60.1 100 mm inlet and 100 mm outlet -

18.60.1.2 Sand cast iron S and S as per IS:1729 each 40 1362.40 54,496.00

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

pipes and fittings with two coats of synthetic enamel paint of any

colour such as chocolate grey, or buff etc. over a coat of primer (of

approved quality) for new work :

18.65.1 100 mm diameter pipe. meter 1022 69.90 71,437.80

18.65.2 75 mm diameter pipe. meter 213 53.30 11,352.90

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

high and 112 mm distance from wall of standard shape with brackets

of the same materials with snap fittings of approved quality and

colour, weighing not less than 105 gms.

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. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse

sand) and a coat of neat cement, rounding the edges and making and

finishing the outlet complete.

Providing and fixing in position storage type automatic electric water

heater pressure / non pressure type thermostatically controlled, single

phase, vertical wall mounted of with thermostats, inner container of

stainless steel complete with 1 Mtr three core flexible cord with plug,

non-return valve and pressure release valve complete including fixing

and testing complete in all respect (to the approval of Engineer-In-

Charge). 25 ltrs.

Total Cost of SANITARY INSTALLATION 2,860,278.01

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.

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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 198 320.70 63,498.60

19.3.1.3 25mm nominal outer dia pipes. Metre 259 402.45 104,234.55

19.3.1.4 32mm nominal outer dia pipes. Metre 61 492.70 30,054.70

19.3.1.5 40mm nominal outer dia pipes. Metre 83 663.00 55,029.00

19.3.1.6 50mm nominal outer dia pipes. Metre 55 915.20 50,336.00

Internal work Concealed fixing the pipe with clamps at 1.00 meter

19.3.2 spacing including cutting chases and making good the wall etc. -

19.3.2.1 15mm nominal outer dia pipes. Metre 374 419.75 156,986.50

19.3.2.2 20mm nominal outer dia pipes. Metre 198 492.35 97,485.30

19.3.2.3 25mm nominal outer dia pipes. Metre 53 602.40 31,927.20

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 134 339.25 45,459.50

19.6.4 32 mm dia. nominal bore Metre 189 411.30 77,735.70

19.6.5 40 mm dia. nominal bore Metre 153 489.25 74,855.25

19.6.6 50 mm dia. nominal bore Metre 985 805.70 793,614.50

19.6.7 65 mm dia. nominal bore Metre 1276 1018.05 1,299,031.80

19.6.8 80 mm dia. nominal bore Metre 1053 1151.20 1,212,213.60

19.6.9 100 mm dia. nominal bore Metre 737 1434.00 1,056,858.00

19.6.10 150 mm dia. nominal bore Metre 380 2256.90 857,622.00

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

3 19.7 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 4 730.25 2,921.00

19.7.2 50 to 80 mm nominal bore each 40 1387.25 55,490.00

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

quality (screwed end)

19.11.1 25 mm nominal bore each 88 691.70 60,869.60

19.11.1A 20 mm nominal bore each 62 513.40 31,830.80

19.11.3 40 mm nominal bore each 2 834.60 1,669.20

19.11.5 65 mm nominal bore each 1 1646.05 1,646.05

19.11.6 80 mm nominal bore each 4 2605.15 10,420.60

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 4 569.45 2,277.80

Providing and fixing gun metal non-return valve of approved quality

19.13.6 80 mm nominal bore each 4 3546.45 14,185.80

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

boring and tapping the main

19.14.3 25 mm nominal bore each 44 527.90 23,227.60

Providing and fixing uplasticized PVC connection pipe with brass

19.15.1 30 cm length -

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

9 19.25 nuts, rubber insertions etc. (the tail pieces if required will be paid -

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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,

10 19.26 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, 160 mm

19.27.1 bottom diameter and 180 mm deep (inside) with chained lid. -

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 134 15.65 2,097.10

19.30.4 32 mm dia. nominal bore Metre 189 18.75 3,543.75

19.30.5 40 mm dia. nominal bore Metre 153 21.30 3,258.90

19.30.6 50 mm dia. nominal bore Metre 985 25.55 25,166.75

19.30.7 65 mm dia. nominal bore Metre 1276 31.60 40,321.60

19.30.8 80 mm dia. nominal bore Metre 1053 36.65 38,592.45

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

19.31.3 25 mm dia. nominal bore Metre 134 90.70 12,153.80

19.31.4 32 mm dia. nominal bore Metre 189 93.10 17,595.90

19.31.5 40 mm dia. nominal bore Metre 153 94.25 14,420.25

19.31.6 50 mm dia. nominal bore Metre 985 97.80 96,333.00

19.31.7 65 mm dia. nominal bore Metre 1276 154.35 196,950.60

19.31.8 80 mm dia. nominal bore Metre 1053 159.05 167,479.65

19.31.9 100 mm dia. nominal bore Metre 737 168.50 124,184.50

19.31.10 150 mm dia. nominal bore Metre 380 250.95 95,361.00

Providing and placing on terrace (at all floor levels) polyethylene water

storage tank ISI : 12701 marked, with cover and suitable locking

arrangement and making necessary holes for inlet, outlet and overflow per liter

pipes but without fittings and the base support for tank capacity

Providing and fixing 15 mm nominal bore C.P. brass bib cock of

approved quality conforming to IS : 8931

Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock

16 19.40 of approved quality conforming to IS standards and weighing not less each 2 712.60 1,425.20

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

17 19.43 basin mixer and geyser points of approved make conforming to IS : each 162 582.35 94,340.70

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

Providing and fixing PTMT grating of approved quality and colour.

19.49.1 Circular type -

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

19 19.50 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

19.51.1 80 mm dia. nominal bore each 1 3632.70 3,632.70

19.51.2 100 mm dia. nominal bore each 2 5367.30 10,734.60

19.51.3 150 mm dia. nominal bore each 2 7829.00 15,658.00

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

21 2.1 excavated earth, leadupto50meterand lift upto 1.5m, as directed by sqm 4907 91.75 450,217.25

Engineer-in-Charge. All kinds of soil :

Total Cost of Water supply 8,690,933.30

C) SEWERAGE -

Earth work in bulk excavation by mechanical means (hydraulic

excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well

1 2.7 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.

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.

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

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

3 20.3 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

20.3.2 150 x 100 mm size P type. -

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 aggregate 40 mm nominal size),inside plastering 12 mm

4 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 :

Digitally signed by ANUJ

S No. Item No. Description of Items Unit QTY. RATE AMOUNT

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

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

designation 7.5

5 Extra for depth for manholes -

Size 90x80 cm -

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