Construction for Development of basic infrastructure for new Industrial Estates in Lelhar, Pulwama, Kashmir UT of JK.

BILL OF QUANTITY

Descriptions Unit QTY. RATE AMOUNT

2.0 EARTH WORK

Earth work in bulk excavation by mechanical means (hydraulic excavator)

over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10

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

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

2.7.1 a) All kinds of soil cum 157.85 187.30 29565.31

2.7.2 b)Ordinary Rock cum 30.00 392.80 11784.00

2 2.10 Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked material :

2.10.2 Ordinary Rock cum 20.00 161.00 3220.00

3 2.11 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.

4 2.23 Supplying and filling in plinth with local sand under floors, including

watering, ramming, consolidating and dressing complete. cum 160.00 1204.50 192720.00

5 2.28 Supplying chemical emulsion in sealed containers including delivery as

specified. Chlorophriphos/Lindane emulsifiable concentrate of 20% litre 44.92 200.70 9015.44

6 2.29 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

antitermite treatment.

2.29.1 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 metre 102.00 28.95 2952.90

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

7 2.29.3 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 sqm 342.25 232.30 79504.68

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

Total Cost of Earth work 370843.51

4.0 CONCRETE WORK

8 4.4 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:

4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

9 4.17 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 sqm 30.60 346.70 10609.02

nominal size) and curing complete

10 4.19 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)

11 4.20 Applying a coat of residual petroleum bitumen of grade VG-10 of

approved quality using 1.7 kg per square meter on damp proof courses

after cleaning the surface with brushes and finally with a piece of cloth

lightly soaked in kerosene oil.

12 4.24 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 dry brick ballast 40mm nominal size well rammed and sqm 92.60 572.80 53041.28

consolidated and grouted with fine sand including finishing the top

smooth and curing complete

Total Cost of Concrete work 258554.24

13 5.0 REINFORCED CEMENT CONCRETE

13.1 5.9 Centering & shuttering including strutting, propping etc. and removal of

13.2 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 63.92 286.35 18303.49

Suspended floors, roofs, landings, balconies and access platforms. sqm 101.00 718.20 72538.20

Lintel, beams, plinth beams, girders, bressumers and cantilevers. sqm 200.34 577.55 115706.37

13.5 5.9.6 Columns, pillars, piers, abutments, posts and struts. sqm 174.96 742.55 129916.55

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

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 :- kg 5291.40 123.20 651900.48

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

15 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 8825.20 123.20 1087264.64

16 5.30 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

5.34 recommended proportions as per IS: 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and durability

as per direction of Engineer-incharge. Note: - Cement in this item is @

330 kg/ cum. Excess or less cement used as per design mix is content

considered payable or recoverable separately.

17 5.34.1 All works upto plinth level cum 47.07 8021.10 377577.24

18 5.34.2 All works above plinth level upto floor V level cum 57.56 9412.05 541795.25

19 5.35 Extra for providing richer mixes at all floor levels. Note:- Excess/ less

cement over the specified cement content used is payable/ recoverable

5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:-

Cement content considered in M-30 is @ 340 kg/cum)

Total Cost of Reinforced Cement Concrete 3035207.43

6.0 BRICK WORK

20 6.1 Brick work with common burnt clay (non-modular) bricks of class

designation 7.5 in foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 91.23 7877.40 718686.71

21 6.4 Extra for brick work with common burnt clay bricks/cement concrete

bricks in superstructure above plinth level upto floor five level cum 57.40 1455.65 83547.03

22 6.15 Half brick masonry with common burnt clay (non-modular) bricks of class

designation 7.5 in foundations and plinth including curing in :

6.15.2 Cement mortar 1:4 ( 1 cement : 4 coarse sand) sqm 6.00 947.25 5683.50

23 6.16 Extra for half Brick masonry in superstructure above plinth level upto

24 6.18 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 809634.44

8.0 MARBLE & GRANITE WORK

25 8.2 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

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 8.35 2994.60 25004.91

26 8.4 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.

27 7.40.1 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 (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 14.40 2774.30 39949.92

Total Cost of Marble & Granite works 68893.11

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

28 9.1 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 0.10 108897.35 10584.82

29 9.21 Providing and fixing ISI marked flush door shutters conforming to IS: 2202

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

1st class hard wood and well matched teak 3 ply veneering with vertical

grains or cross bands and face veneers on both faces of shutters.

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

with necessary screw(35mm)

30 9.23 Extra for providing and fixing flush doors with decorative veneering

instead of non-decorative ISI marked flush door shutters conforming to 5124.67

ISI: 2202 (Part-I)

9.23.1 On one side only sqm 10.08 508.40

31 9.27 Extra for cutting rebate in flush door shutters (Total area of the shutter to

32 9.52 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame

with 10 mm diameter bolts, nuts and wooden plugs and embeddings in

cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand each 16.00 207.35 3317.60

: 6 graded stone aggregate 20 mm nominal size).

33 9.84 Providing and fixing aluminum die cast body tubular type universal

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

body, door weight upto 35 kg and door width upto 700 mm), with each 4.00 1628.00 6512.00

necessary accessories and screws etc. complete :

9.40 Providing and fixing wooden moulded beading to door and window

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

34 9.40.3 a)second class kail wood

Providing and fixing aluminum tower bolts ISI marked anodized (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour or shade with necessary screws etc. complete :

Providing and fixing aluminum sliding door bolts ISI marked anodized

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

dyed to required colour or shade with nuts and screws etc. complete :

37 9.162 Providing and fixing bright /matt finished Stainless Steel handles of

approved quality & make with necessary screws etc all complete.

Providing and fixing aluminum handles ISI marked anodized (anodic

coating not less than grade AC 10 as per IS: 1868) transparent or dyed to

required colour and shade with necessary screws etc. complete.

Total Cost of Wood work 65894.14

10.0 STEEL WORK

39 10.25 Steel work welded in built up sections/framed work, including cutting,

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

primer using structural steel etc. as required.

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

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

40 10.6 Supplying and fixing rolling shutters of approved make, made of required

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

jointed together at the end by end locks, mounted on specially designed

pipe shaft with brackets, side guides and arrangements for inside and

outside locking with push and pull operation complete, including the cost

of providing and fixing necessary 27.5 cm long wire springs manufactured

from high tensile steel wire of adequate strength conforming to IS: 4454 -

part 1 and M.S. top cover of required thickness for rolling shutters.

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

41 10.7 Providing and fixing ball bearing for rolling shutters. Each 4.00 531.55 2126.20

10.9 Extra for providing grilled rolling shutters manufactured out of 8 mm dia

42 M.S. bar instead of laths as per design approved by Engineer-in- charge, Sqm 14.00 668.95 9365.30

(area of grill to be measured).

43 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6

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

all necessary fittings complete, including applying a priming coat of

approved steel primer.

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

Total Cost of Steel work 328817.71

44 11.68 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.

45 11.36 Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid

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

the shade of the slab, including rubbing, polishing and curing complete sqm 105.21 1891.75 199031.02

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

46 11.37 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 sqm 12.08 2186.30 26410.50

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

Total Cost of Flooring work 225441.52

47 13.2 15mm Cement plaster on the rough side of single or half brick

48 13.51 Distempering with 1st quality acrylic distemper (ready mixed)having VOC

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

approved manufacturer, of required shade and colour complete as per

manufacturer’s specifications

49 13.88 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.

6MM CEMENT PLASTER

6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)

Total Cost of Finishing 58194.30

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 Kg 1382.40 127.30 175979.52

and drilling holes upto 10 mm dia. etc. complete.

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

Welded steel wire fabric fencing with posts of specified material and of

standard design placed and embedded in cement concrete blocks 45x45x

60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40

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

shall be strutted on both sides and end post on one side only and struts

embedded in cement concrete blocks 70x45x50 cm of the same mix,

provided with welded steel wire fabric fixed between the posts fitted and

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

binding wire (cost of posts, welded steel wire fabric, painting, earth work

in excavation and concrete to be paid for separately).

53 16.25 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-

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

Total Cost of Road Work 255757.82

22.0 ALUMINIUM WORK

54 22.1 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

22.1.1.2 Powder coated aluminum (minimum thickness of powder coated 50

55 22.1.2 For shutters of doors, windows & ventilators including providing and

fixing hinges / pivots and making provision for fixing of fittings wherever

required including the cost of EPDM rubber / neoprene gasket required

(Fittings shall be paid for separately.)

22.1.2.2 Powder coated aluminum (minimum thickness of powder coated 50

56 22.3 Providing and fixing glazing in aluminum door, window, ventilator

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

complete as per the architectural drawings and the directions of

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

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

57 22.8 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

22.8.1 Upto 5mm depth and 5mm width metre 18.81 97.15 1827.39

58 22.18 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 door

fittings, all complete as per direction of Engineer-in-charge (Door handle,

lock and stopper etc.to be paid separately).

Total Cost of Aluminium Work 63536.91

23.0 WATER PROOFING

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

59 23.7 Providing and laying integral cement based water proofing treatment

including preparation of surfaces as required for treatment of roofs,

balconies, terraces etc consisting of following operations.

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

admixed with water proofing compound conforming to IS 2645 and

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

walls upto 300mm height including cleaning the surface before

b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to

115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand)

admixed with water proofing compound conforming to IS 2645

and approved by Engineer-in-charge over 20mm thick layer of cement

mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water

proofing compound conforming to IS 2645 and approved by Engineerin-

charge to required slope and treating similarly the adjoining walls upto

300mm height including rounding of Junctions of walls and slabs)

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

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

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

d) finishing the surface with 20mm thick joint less cement mortar of mix

1:4(1 cement: 4 coarse sand) admixed with water proofing compound

conforming to IS 2645 and approved by Engineer-in-charge including

laying glass fibre cloth of approved quality in top layer of plaster and

finally finishing the surface with trowel with neat cement slurry and

making pattern of 300x300mm/sq 3mm deep. sqm 113.84 1404.65 159905.36

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

60 23.5 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 kg/sqm mixed

with water proofing cement compound @ 0.126 kg/sqm . This layer will

be allowed to air cure for 4 hours followed with water curing for 48

hours. The rate includes preparation of surface, treatment and sealing of

all joints, corners, junctions of pipes and masonry with polymer mixed

Total Cost of Water Proofing 205262.21

CHAIN LINK FENCING

1.0 2.7 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 meters and lift

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

2.7.1 All kinds of soil cum 183.60 187.30 34388.28

2.0 4.4 Providing and laying in position cement concrete of specified grade

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

2.1 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm

2.2 4.4.7 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural cum 30.60 5202.90 159208.74

3.0 5.9 Centering & shuttering including strutting, propping etc. and removal of

3.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 1020.00 286.35 292077.00

4.0 4.17 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 sqm 153.00 346.70 53045.10

nominal size) and curing complete

5.0 4.19 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)

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

6.0 4.20 Applying a coat of residual petroleum bitumen of grade VG-10 of

approved quality using 1.7 kg per square meter on damp proof courses

after cleaning the surface with brushes and finally with a piece of cloth

lightly soaked in kerosene oil.

7.0 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix

8.0 16.23 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.

16.25 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-

16.25.1 Made of G.I. wire of dia 4mm sqm 765.00 809.90 619573.50

10.0 1.1.5 Carriage of material by mechanical for extra 5 Km of Sand, stone

aggregate below 40 mm nominal size

TOTAL COST OF CHAIN LINK FENCING 3344076.28

UNDER GROUND WATER TANK

1.0 EARTH WORK

1.1 2.7 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 dressed.

1.2 2.11 Filling available excavated earth (excluding rock) in trenches, plinth, sides

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

each deposited layer by ramming and watering, lead up to 50 m and lift cum 220.49 218.40 48155.26

1.3 2.10 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 255.15 179.50 45799.43

All kinds of soil (depth 4.50- 6.00) cum 261.22 269.25 70334.76

Total of Earth work FOR UNDER GROUND WATER TANK 344374.51

2.0 CONCRETE WORK

2.1 4.4 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:

2.1.1 4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

Total of Concrete work FOR UNDER GROUND WATER TANK 177694.64

3.0 REINFORCED CEMENT CONCRETE

3.1 5.9 Centering & shuttering including strutting, propping etc. and removal of

3.1.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 33.99 286.35 9733.04

3.1.2 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and

string courses etc.

3.1.3 5.9.3 Suspended floors, roofs, landings, balconies and access platforms. sqm 549.48 718.20 394636.54

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

bending, placing in position and binding all complete upto plinth level and kilogram 25125.80 123.20 3095498.01

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

3.3 5.34 Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including

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

shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and durability

as per direction of Engineer-incharge. Note: - Cement in this item is @

330 kg/ cum. Excess or less cement used as per design mix is content

considered payable or recoverable separately.

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

5.34.1 All works upto plinth level cum 251.26 8021.10 2015365.18

Total of Reinforced Cement Concrete FOR UNDER GROUND WATER

4.0 STEEL WORK

4.1 10.25 Steel work welded in built up sections/framed work, including cutting,

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

primer using structural steel etc. as required.

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

Total of Steel work FOR UNDER GROUND WATER TANK 27603.20

5.1 13.1 12 mm cement plaster mix :

5.2 13.19 Neat cement punning. sqm 327.84 71.20 23342.21

5.3 23.1 Providing and laying integral cement based treatment for water proofing

on horizontal surface at all depth below ground level for underground

structures as directed by Engineer-in-Charge and consisting of :

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

slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse

sand) mixed with water proofing compound conforming to IS:2645 in the

recommended proportion over the levelling course (levelling course to be

paid separately). Joints sealed and grouted with cement slurry mixed with

water proofing compound.

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

mixed with waterproofing compound in recommended proportions. iii)

Finishing top with stone aggregate of 10 mm to 12 mm nominal size

spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

23.1.1 Using rough kota stone. sqm 51.17 1692.10 86584.76

5.4 23.2 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 92.82 2156.30 200147.77

Total of Finishing FOR UNDER GROUND WATER TANK 397345.74

6.0 MISCELLANEOUS WORK

6.1 20.12 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

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.

6.2 20.14 Supplying and fixing C.I. cover without frame for manholes:

20.14.3 560 mm diameter C.I. cover ( heavy duty) the weight of the

cover to be not less than 108 kg

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

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

Total of Miscellaneous works FOR UNDER GROUND WATER TANK

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

Construction of granular sub-base by providing close graded Material

conforming to specifications, mixing in a mechanical mix plant at OMC,

carriage of mixed material by tippers to work site, for all leads & lifts,

1 16.82 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.

16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm)

having CBR Value-30

16.82.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm )

having CBR Value-25

16.82.3 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm )

having CBR Value-20

16.83 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 in sub- base / base

2 course on well prepared surface and compacting with vibratory roller of 8 Cum 3033.32 1885.95 5720682.31

to 10 tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

3 16.63 Dense Graded Bituminous Macadam

16.63.1 Providing and laying bituminous macadam using crushed stone

aggregates of specified grading premixed with bituminous binder,

transported to site by tippers, laid over a previously prepared surface

with paver finisher equipped with electronic sensor to the required

grade, level and alignment and rolling with smooth wheeled, vibratory

and tandem rollers as per specifications to achieve the desired

compaction and density, complete as per specifications and directions of

Engineer-in-Charge.

16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10

@ 3.5% (percentage by weight of total mix) prepared Batch Type Hot Mix Cum 992.72 8596.80 8534249.68

Plant of 100-120 TPH capacity.

4 16.64 Bituminous Concrete

Providing and laying semi- dense Bituminous concrete using crushed

stone aggregates of specified grading, premixed with bituminous binder

and filler, transporting the hot mix to work site by tippers, laying with

paver finisher equipped with electronic sensor to the required grade,

level and alignment and rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction and density as per

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

16.64.1A 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 11030.25 293.25 3234620.81

Plant of 100-120 TPH capacity.

16.38 Providing and applying tack coat using hot straight run bitumen of grade

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

5 mechanically operated spray unit fitted on bitumen boiler, cleaning and

preparing the existing road surface as per specifications.

16.38.2 On bitumen surface @ 0.50 Kg/sqm. sqm 11030.25 55.20 608869.80

6 16.4 Supplying and stacking at site

7 2.3 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 with power roller

of minimum 8 tonnes and dressing up, in embankments for roads, flood cum 3978.98 467.30 1859377.35

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

1.5 m in All kinds of soil:

8 16.75 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 40mm

nominal size well rammed and consolidated and grouted with fine sand cum 141.91 8563.50 1215246.29

including finishing the top smooth etc. complete as per direction of

Engineer-incharge.

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

9 11.29.2 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 complete, on

20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . sqm 6834.96 1150.75 7865330.22

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

10 11.36 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 match

the shade of the slab, including rubbing, polishing and curing complete

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

11 16.56 Painting road surface marking with adequate no. of coats to give uniform

finish with read mixed road marking paint conforming to IS: 164, on

bituminous surface in white/yellow shade including cleaning the surface

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

16.56.1 New work (Two or more coats) sqm 11030.25 226.60 2499454.65

12 16.70 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 40mm

nominal size well rammed and consolidated and grouted with fine sand sqm 527.67 518.20 273438.59

including finishing the top smooth etc. complete as per direction of

Engineer-incharge.

13 1.1.1 Carriage of material by mechanical for extra 5 Km cum 3978.98 200.74 798740.45

14 16.4 Supplying and stacking at site

16.4.2 Over burnt Brick Aggregate of size

15 4.4 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:

4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

16 6.1 Brick work with common burnt clay (non-modular) bricks of class

designation 7.5 in foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 173.63 7877.40 1367752.96

17 16.67 Manufacturing supplying and fixing retro reflective overhead signage

boards made up of 2mm thick aluminum sheet, face to be fully covered

with high intensity and encapsulated lens type heat activated retro

reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved

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

white with blue colour background and with high intensity grade, pasted

on substrate by pressure sensitive adhesive backing which shall be

activated by applying pressure conforming to class -II of ASTM-D-4956- 01

and fixing the same to the plate of structural frame work by means of

suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all

along the periphery as well as in two vertical rows along with theft

resistant measures including the cost of painting with two or more coats

of epoxy paint in grey colour on the ack side of aluminum sheet including

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

corners, lowering down the structural frame work from the gantry, fixing

and erecting the same in position all complete as per drawing,

specification and direction of Engineer-in-charge (Structural frame work

including M.S. plate to be provided separately. Rectangular area of the

sheet only shall be measured for payment).

16.67.1 Overhead informatory road signage.

16.67.1 Overhead informatory road signage. sqm 3.60 6016.65 21659.94

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

18 16.68 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-charge.

19 16.79 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 cum 108.00 8850.60 955864.80

work shall be paid for separately).

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

cement used as per design mix is payable/recoverable separately

20 4.8 Providing & fixing upto floor five level precast cement concrete string or

lacing courses, copings, bed plates, anchor blocks, plain window sills,

shelves, louvers, steps, stair cases etc. including hoisting and setting in

position with cement mortar 1:3 (1 cement:3 coarse sand) cost of

required centring, shuttering and curing complete

4.8.1 1:1½:3 (1 cement :1½ coarse sand :3 graded stone aggregate 20 mm

21 13.70 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 cum 27.00 131.85 3559.95

2.12 Surface dressing of the ground including removing vegetation and in-

equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 sqm 12728.10 24.12 307001.77

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

2.25 Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth upto 30 cm measured at a height of 1 m above

ground level and removal of rubbish upto a distance of 50 m outside the sqm 12728.10 12.49 158986.70

periphery of the area cleared.

Total Cost of Internal Road 52297599.08

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.

16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm)

having CBR Value-30

16.82.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm )

having CBR Value-25

16.82.3 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm )

having CBR Value-20

16.83 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 in sub- base / base

2 course on well prepared surface and compacting with vibratory roller of 8 Cum 620.81 1885.95 1170816.62

to 10 tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

3 16.63 Dense Graded Bituminous Macadam

16.63.1 Providing and laying bituminous macadam using crushed stone

aggregates of specified grading premixed with bituminous binder,

transported to site by tippers, laid over a previously prepared surface

with paver finisher equipped with electronic sensor to the required

grade, level and alignment and rolling with smooth wheeled, vibratory

and tandem rollers as per specifications to achieve the desired

compaction and density, complete as per specifications and directions of

Engineer-in-Charge.

16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10

@ 3.5% (percentage by weight of total mix) prepared Batch Type Hot Mix Cum 186.24 8596.80 1601068.03

Plant of 100-120 TPH capacity.

4 16.64 Bituminous Concrete

Providing and laying semi- dense Bituminous concrete using crushed

stone aggregates of specified grading, premixed with bituminous binder

and filler, transporting the hot mix to work site by tippers, laying with

paver finisher equipped with electronic sensor to the required grade,

level and alignment and rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction and density as per

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

16.64.1A 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 sqm 2483.25 293.25 728213.06

Plant of 100-120 TPH capacity.

5 16.38 Providing and applying tack coat using hot straight run bitumen of grade

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

mechanically operated spray unit fitted on bitumen boiler, cleaning and

preparing the existing road surface as per specifications.

6 16.4 Supplying and stacking at site

7 2.3 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 with power roller

of minimum 8 tonnes and dressing up, in embankments for roads, flood

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

1.5 m in All kinds of soil:

8 16.70 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 40mm

nominal size well rammed and consolidated and grouted with fine sand sqm 33.11 518.20 17157.60

including finishing the top smooth etc. complete as per direction of

Engineer-incharge.

9 11.29.2 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 complete, on

20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .

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

10 11.36 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 match

the shade of the slab, including rubbing, polishing and curing complete sqm 473.00 1891.75 894797.75

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

11 16.56 Painting road surface marking with adequate no. of coats to give uniform

finish with read mixed road marking paint conforming to IS: 164, on

bituminous surface in white/yellow shade including cleaning the surface

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

16.56.1 New work (Two or more coats) sqm 2483.25 226.60 562704.45

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

12 16.70 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 40mm

nominal size well rammed and consolidated and grouted with fine sand sqm 70.95 518.20 36766.29

including finishing the top smooth etc. complete as per direction of

Engineer-incharge.

13 1.1.1 Carriage of material by mechanical for extra 5 Km cum 744.98 200.74 149547.29

14 16.4 Supplying and stacking at site

16.4.2 Over burnt Brick Aggregate of size

TOTAL Cost OF ROAD WORK 10487617.60

OPEN DRAIN WORK

1.0 2.7 Earth work in excavation by mechanical means (Hydraulic

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

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

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

Engineer-in-charge.

2.0 4.4 Providing and laying in position cement concrete of specified grade

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

4.4.7 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural cum 282.83 5202.90 1471518.23

3.0 5.1 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

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm

4.0 5.9 Centering & shuttering including strutting, propping etc. and removal of

4.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 1768.09 286.35 506292.57

4.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc.

Suspended floors, roofs, landings, balconies and access platforms. sqm 1406.41 718.20 1010083.66

5.0 5.22 Steel reinforcement for R.C.C. work ncluding straightening, cutting,

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 152226.27 123.20 18754275.97

6.0 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix

7.0 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 168.00 1176.55 197660.40

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

8.0 20.5 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

9.0 23.19 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

23.19.1 For vertical surface two coats @ 0.70 kg per sqm sqm 3733.76 407.75 1522439.05

23.19.2 For horizontal surface one coat @1.10 kg per sqm. sqm 1455.41 310.05 451249.87

TOTAL COST OF Open DRAINAGE 47087758.24

BOUNDARY WALL, LELHAR

PART - A : CIVIL WORK

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 as well as 10

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

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

2.7.1 a) All kinds of soil cum 26.55 187.30 4972.82

2 2.10 Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked material :

3 2.11 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.

Total of Earth work For Boundary Wall 14214.88

4.0 CONCRETE WORK

4 4.4 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:

4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

5 4.17 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 sqm 3.00 346.70 1040.10

nominal size) and curing complete

6 4.19 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)

7 4.20 Applying a coat of residual petroleum bitumen of grade VG-10 of

approved quality using 1.7 kg per square meter on damp proof courses

after cleaning the surface with brushes and finally with a piece of cloth

lightly soaked in kerosene oil.

Total of Concrete work For Boundary Wall 7477.43

8 5.0 REINFORCED CEMENT CONCRETE

8.1 5.9 Centering & shuttering including strutting, propping etc. and removal of

Foundations, footings, bases of columns etc. for mass concrete. sqm 11.96 286.35 3424.75

Lintel, beams, plinth beams, girders, bressumers and cantilevers. sqm 15.90 577.55 9183.05

8.4 5.9.6 Columns, pillars, piers, abutments, posts and struts. sqm 15.96 742.55 11851.10

9 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting,

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

above:- Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 593.00 123.20 73057.60

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

10 5.34 Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including

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

shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and durability

as per direction of Engineer-incharge. Note: - Cement in this item is @

330 kg/ cum. Excess or less cement used as per design mix is content

considered payable or recoverable separately.

10.1 5.34.1 All works upto plinth level cum 4.93 8021.10 39544.02

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

11 5.35 Extra for providing richer mixes at all floor levels. Note:- Excess/ less

cement over the specified cement content used is payable/ recoverable

5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:-

Cement content considered in M-30 is @ 340 kg/cum)

Total of Reinforced Cement Concrete For Boundary Wall 146512.08

6.0 BRICK WORK

12 6.1 Brick work with common burnt clay (non-modular) bricks of class

designation 7.5 in foundation and plinth including curing in :

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

Total of Brick work For Boundary Wall 39150.68

10.0 STEEL WORK

13 10.25 Steel work welded in built up sections/framed work, including cutting,

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

primer using structural steel etc. as required.

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

Total of Steel work For Boundary Wall 32688.00

13.0 FINISHING

14 13.2 15mm Cement plaster on the rough side of single or half brick

15 13.12 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 sqm 43.20 411.05 17757.36

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

16 13.54 Finishing walls with textured exterior paint of required shade on New

work (two or more coats applied @ 3.28 liter/10sqm) over and including sqm 86.40 268.45 23194.08

base coat of exterior primer applied @ 2.20kg/10sqm

17 13.70 Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade.

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

18 13.88 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 Amount of Finishing For Boundary Wall 70443.41

Total Amount of Finishing For Boundary Wall 70443.41

RAIN WATER HARVESTING

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 as well as 10

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

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

2.7.1 a) All kinds of soil cum 412.00 187.30 77167.60

1.2 2.11 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.

1.3 2.10 Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked material :

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

Total of Earth work For RWH 181626.40

2.0 CONCRETE WORK

2.1 4.4 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:

2.1.1 4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm

Total of Concrete work for RWH 10405.80

3.0 REINFORCED CEMENT CONCRETE

3.1 5.34 Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including

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

shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and durability

as per direction of Engineer-incharge. Note: - Cement in this item is @

330 kg/ cum. Excess or less cement used as per design mix is content

considered payable or recoverable separately.

5.34.1 All works upto plinth level cum 6.04 8021.10 48447.44

3.2 5.9 Centering & shuttering including strutting, propping etc. and removal of

Suspended floors, roofs, landings, balconies and access platforms. sqm 25.12 718.20 18041.18

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

bending, placing in position and binding all complete upto plinth level and kilogram 906.00 123.20 111619.20

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

Total of Reinforced Cement Concret for RWH 178107.83

4.0 BRICK WORK

4.1 6.1 Brick work with common burnt clay (non-modular) bricks of class

designation 7.5 in foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 62.94 7877.40 495803.56

Summary of Brick work 495803.56

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

5.1 20.12 suitable to with stand the bend test and chemical resistance test as per Each 60.00 483.60 29016.00

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 4.00 1677.10 6708.40

Summary of Miscellaneous works 35724.40

ROAD SIDE GREENERY WORK

1.0 17.14 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 Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

2.0 17.16 Providing and fixing M.S. flat iron tree guard 60 cm dia. and 2 m high

above ground level formed of 4 nos. 25x6 mm, 2.25m long and 8 nos.

25x3 mm 2 m long vertical M.S. flats riveted to 3 nos.25x6 mm MS flat

iron rings in two halves, fixed together at site with required 6 no. of 8 mm

dia. and 30 mm long bolts including painting two coats with paint of

approved brand and manufacture over a coat of primer. One name plate

of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree each 150.00 6169.85 925477.50

guard near the middle height and lettered CPWD/PWD/any other

approved name The tree guard shall be suitably fixed to the ground by

embedding four legs of the tree guard in pits of suitable dia. and to a

depth of 25 cm, refilling the pits with soil and ramming, complete in all

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

TOTAL COST ROAD SIDE GREENERY WORK 984697.50

3.0 MRC-1 Cost of saplings of different species. each 150.00 400.00 60000.00

4.0 MRC-2 Add cost of watering of plants for 1 year complete (weekly) Avg. 15 liters

of water for each plant (3K liters of tank) No. 75.00 2500.00 187500.00

TOTAL COST OF MR FOR ROAD SIDE GREENERY WORK 247500.00

SCHEDULE OF QUANTITIES FOR EARTH FILLING

1 16.4 Supplying and stacking at site

2 16.2 Consolidation of subgrade with power road roller of 8 to 12 tonne

capacity including making good the undulations etc. with earth or quarry sqm 27274.50 2.80 76368.60

spoils etc. and rerolling the subgrade.

3 17.8 Spreading of sludge, dump manure or/and good earth in required

thickness as per directions of officer in-charge (cost of sludge, dump cum 9091.50 53.55 486849.83

manure or/and good earth to be paid separately)

Total Amount of Earth Filling 3120657.38

Total Amount of Earth Filling 3120657.38

Total Of Civil Work 131153589.0

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 1.00 5632.40 5632.40

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

White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm each

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 :

18.11.1.1 510x1040mm bowl depth 250mm each 0.00 6166.90

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 each

4 18.17A metre long with S.S. triangular plate to European type W.C. of quality and 1.00 412.10 412.10

make as approved by Engineer - in - charge.

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

make and as per the direction of Engineer-in-charge.

Providing and fixing in position 25 mm diameter mosquito proof coupling each

of approved municipal design.

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

(of approved quality) complete with 6 mm thick hard board ground fixed

to wooden cleats with C.P. brass screws and washers complete.

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 38.00 1063.95 40430.10

18.35.2 75 mm diameter.

18.35.2.2 Centrifugally cast (spun) iron S and S pipe as per IS:3989 meter 5.00 1032.10 5160.50

Providing and filling the joints with spun yarn cement slurry and cement

mortar 1:2 (1 cement : 2 fine sand) in S.C.I / C.I pipes

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

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

Cast iron/Cast Iron (spun) pipe embedded in and including cement

11 18.37 concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size ), including cost of cutting

holes and making good the walls etc:

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

12 18.38 rubber washer 3 mm thick, bolts and nuts complete:

18.38.1.2 Sand cast iron S and S as per IS:3989 each 2.00 613.85 1227.70

18.38.2.2 Sand cast iron S and S as per IS:3989 each 1.00 464.25 464.25

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 1.00 446.60 446.60

18.39.2.2 Sand cast iron S and S as per IS:3989 each 1.00 303.70 303.70

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 2.00 446.60 893.20

18.40.2.2 Sand cast iron S and S as per IS:3989 each 1.00 410.70 410.70

Providing and fixing double equal junction of required degree with access

15 18.41 door, insertion rubber washer 3 mm thick, bolts and nuts complete.

18.41.1.2 Sand cast iron S and S as per IS:3989 each 1.00 921.15 921.15

18.41.2.2 Sand cast iron S and S as per IS:3989 each 1.00 731.80 731.80

Providing and fixing single equal plain junction of required degree with

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 2.00 747.65 1495.30

18.43.2.2 Sand cast iron S and S as per IS:3989 each 1.00 584.65 584.65

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 2.00 714.20 1428.40

18.44.2.2 Sand cast iron S and S as per IS:3989 each 1.00 504.35 504.35

18 18.56 Providing and fixing terminal guard :

18.56.1.2 Sand cast iron S and S as per IS:3989 each 1.00 446.60 446.60

18.56.2.2 Sand cast iron S and S as per IS:3989 each 1.00 317.05 317.05

19 18.57 Providing and fixing collar :

18.57.1.2 Sand cast iron S and S as per IS:3989 each 8.00 446.60 3572.80

18.57.2.2 Sand cast iron S and S as per IS:3989 each 4.00 276.90 1107.60

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 2.00 1362.40 2724.80

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

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

18.65.1 100 mm diameter pipe. meter 38.00 69.90 2656.20

18.65.2 75 mm diameter pipe. meter 5.00 53.30 266.50

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

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 Each

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 Each

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 Each

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.

Total Amount of SANITARY INSTALLATION 93651.90

Total Amount of SANITARY INSTALLATION 93651.90

B) WATER SUPPLY

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

thermal stability for hot and cold water supply, including all CPVC plain

and brass threaded fittings. This includes jointing of pipes and fittings

with one step CPVC solvent cement and testing of joints complete as per

direction of Engineer-in-charge.

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

1.00 meter spacing

19.3.1.2 20mm nominal outer dia pipes. Metre 17.00 320.70 5451.90

19.3.1.3 25mm nominal outer dia pipes. Metre 39.00 402.45 15695.55

Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing

19.3.2 including cutting chases and making good the wall etc.

19.3.2.1 15mm nominal outer dia pipes. Metre 17.00 419.75 7135.75

19.3.2.2 20mm nominal outer dia pipes. Metre 6.00 492.35 2954.10

19.3.2.3 25mm nominal outer dia pipes. Metre 6.00 602.40 3614.40

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 39.00 339.25 13230.75

19.6.4 32 mm dia. nominal bore Metre 388.00 411.30 159584.40

19.6.5 40 mm dia. nominal bore Metre 2.00 489.25 978.50

19.6.6 50 mm dia. nominal bore Metre 717.00 805.70 577686.90

19.6.7 65 mm dia. nominal bore Metre 1243.00 1018.05 1265436.15

19.6.8 80 mm dia. nominal bore Metre 844.00 1151.20 971612.80

19.6.9 100 mm dia. nominal bore Metre 259.00 1434.00 371406.00

19.6.10 150 mm dia. nominal bore Metre 28.00 2256.90 63193.20

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

3 19.7 sizes by providing and fixing Tee, including cutting and threading the pipe

19.7.1 25 to 40 mm nominal bore each 4.00 730.25 2921.00

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

quality (screwed end)

19.11.1 25 mm nominal bore each 8.00 691.70 5533.60

19.11.1A 20 mm nominal bore each 2.00 513.40 1026.80

19.11.2 32 mm nominal bore each 2.00 750.00 1500.00

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

pressure, with plastic floats complete

19.12.3 25 mm nominal bore each 4.00 569.45 2277.80

Providing and fixing gun metal non-return valve of approved quality

19.13.6 80 mm nominal bore( VERTICAL) each 4.00 3546.45 14185.80

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

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

and tapping the main

Providing and fixing uplasticized PVC connection pipe with brass unions

19.15.1 30 cm length

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

9 19.25 rubber insertions etc. (the tail pieces if required will be paid separately).

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

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

surface box 100x100x75 mm (inside) with hinged cover fixed in cement

concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size ) including necessary excavation,

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 each

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

11 19.27 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 39.00 15.65 610.35

19.30.4 32 mm dia. nominal bore Metre 388.00 18.75 7275.00

19.30.5 40 mm dia. nominal bore Metre 2.00 21.30 42.60

19.30.6 50 mm dia. nominal bore Metre 717.00 25.55 18319.35

19.30.7 65 mm dia. nominal bore Metre 1243.00 31.60 39278.80

19.30.8 80 mm dia. nominal bore Metre 844.00 36.65 30932.60

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

19.31.3 25 mm dia. nominal bore Metre 39.00 90.70 3537.30

19.31.4 32 mm dia. nominal bore Metre 388.00 93.10 36122.80

19.31.5 40 mm dia. nominal bore Metre 2.00 94.25 188.50

19.31.6 50 mm dia. nominal bore Metre 717.00 97.80 70122.60

19.31.7 65 mm dia. nominal bore Metre 1243.00 154.35 191857.05

19.31.8 80 mm dia. nominal bore Metre 844.00 159.05 134238.20

19.31.9 100 mm dia. nominal bore Metre 259.00 168.50 43641.50

19.31.10 150 mm dia. nominal bore Metre 28.00 250.95 7026.60

Providing and placing on terrace (at all floor levels) polyethylene water per liter

storage tank ISI : 12701 marked, with cover and suitable locking capacity

14 19.38 arrangement and making necessary holes for inlet, outlet and overflow 1000.00 8.75 8750.00

pipes but without fittings and the base support for tank

Providing and fixing 15 mm nominal bore C.P. brass bib cock of each

approved quality conforming to IS : 8931

Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of each

16 19.40 approved quality conforming to IS standards and weighing not less than 1.00 712.60 712.60

Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin each

17 19.43 mixer and geyser points of approved make conforming to IS : 8931 3.00 582.35 1747.05

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions 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 with

19 19.50 bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if

required will be paid separately).

Providing and fixing enclosed type water meter (bulk type) conforming to

IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber

insertions etc. (The tail pieces if required will be paid separately)

19.51.1 80 mm dia. nominal bore each 1.00 3632.70 3632.70

19.51.2 100 mm dia. nominal bore each 3.00 5367.30 16101.90

19.51.3 150 mm dia. nominal bore each 1.00 7829.00 7829.00

Earth work in surface excavation not exceeding 30 cm in depth but sqm

exceeding 1.5 m in width as well as10 sqm on plan including disposal of

excavated earth, leadupto50meterand lift upto 1.5m, as directed by

Engineer-in-Charge. All kinds of soil :

Total Amount of WATER SUPPLY 4903106.85

Total Amount of WATER SUPPLY 4903106.85

Boring/ Drilling bore well of required dia for casing strainer pipe by

sutable method prescribed in IS 2800(Part I), Inculding collecting samples

from different strata, preparing and submitting strata chart/bore log,

1 Including hire & running charges of all equipments, tools , plants &

machineries required for the job, all complete as per direction of engineer-

in- charge , upto 90 metre depth below ground level.

1.1 28.1.2 Rocky strata including Boulders

Boring/drilling bore well of required dia for casing / strainer pipe, by

suitable method prescribed in IS:2800 (part I), including collecting

samples from different strata, preparing and submitting strata chart/

2 28.2 bore log, including hire & running charges of all equipments, tools, plants

& machineries required for the job, all complete as per direction of

Engineer - in-charge, beyound 90 metre & upto 150 metre depth below

2.1 28.2.2 Rocky strata including Boulders

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

trenching and refilling etc. (external work)

3.1 19.6.7 65 mm dia nominal bore (Medium) Metre 300.00 1018.05 305415.00

Supplying, assembling, lowering and fixing in vertical position in bore

well, unplasticized PVC medium well casing (CM) pipe of required dia,

4 28.3 conforming to IS: 12818, including required hire and labour charges,

fittings & accessories etc. all complete, for all depths, as per direction of

Engineer-in-charge.

28.3.2 150 mm nominal size dia Metre 200.00 712.85 142570.00

Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs conforming

5 28.4 to IS: 12818, including hire and labour charges, fittings & accessories etc.

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

28.4.2 150 mm nominal size dia Metre 100.00 743.60 74360.00

Gravel packing in tubewell construction in accordance with IS: 4097, Cum.

including providing gravel fine/ medium/ coarse, in required grading &

6 28.8 sizes as per actual requirement, all complete as per direction of Engineer- 20.00 1068.20 21364.00

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

11189, to establish maximum rate of usable water yield without sand

content (beyond permissible limit), with required capacity air

compressor, running the compressor for required time till well is fully

developed, measuring yield of well by ''V'' notch method or any other

7 28.12 approved method, measuring static level & draw down etc. by step draw 4.00 872.75 3491.00

down method, collecting water samples & getting tested in approved

laboratory, i/c disinfection of tubewell, all complete, including hire &

labour charges of air compressor, tools & accessories etc., all as per

requirement and direction of Engineer-in-Charge.

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

Providing and fixing suitable size threaded mild steel cap or spot welded

8 28.13 plate to the top of bore well housing/ casing pipe, removable as per

requirement, all complete for borewell of:

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

9 28.14 housing pipe of tube well as per IS : 2800 (Part-1) , including necessary

bolts and nuts of required size complete.

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

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

Supply, installation testing & commissioning of submersible pumping set

suitable to operate on 410 volts 3 phase 50 HZ A.C. power supply

including water proof joint free cable, motor control panel, 50 mm dia,

G.I. pipe (medium class) column with fittings, clamps etc. complete in all

respect as per details given below : (For Borewell)

Discharge 300 LPM.

Total Amount of TUBE WELLS 1225529.00

Total Amount of TUBE WELLS 1225529.00

E) PUMPS & EQUIPMENTS

Supplying, installing, testing and commissioning single stage, submersible

centrifugal pumps of closed coupled construction with CI body & cast iron

(C.I) impeller connected to a fully submersible water/oil cooled motor

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

1 MRP-2 with class F insulation and built -in temperature protection, pump

connector unit with rubber diaphram & bend, vertical discharge pipe,

guide pipe, stainless steel chain/rope, water -proof power cable and level

controller complete in all respects for fixed installation.

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

Discharge 270 LPM.

Providing and fixing horizontical/vertical monobloc centrifugal pumping

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

connected to a IE3 induction motor suitable for 400/440 volts, 3 phase,

2 MRP-3 50 cycles A.C. supply with 150 mm dia pressure gauge with gunmetal

isolation cock, vibration eliminating for each pump including necessary

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

concreate (PCC) foundations

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

Location - Plumbing Plant Room

Capacity 270 lpm

b Domestic Water Supply Pump ( 1 Set = 1 working + 1 standby)

Location - Plumbing Plant Room

Capacity 270 lpm

c Flushing Water Supply Pump ( 1 Set = 1 working + 1 standby)

Location - STP Plant Room

Capacity 215 lpm

d Irrigation Water Supply Pump ( 1 Set = 1 working + 1 standby)

Location - STP Plant Room

Capacity 210 lpm

4 MRP-4 MULTIGRADE PRESSURE SAND FILTER: (For Domestic Water)

Location - Plumbing Plant Room

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

Supply, installation, testing & commissioning of vertical self supporting

multi grade pressure filter (MGF) (Dual media filter) fabricated from MS

sheet as per IS Code, pressure gauges at inlet & outlet, sample cock, air

vent valve with piping, GI face piping distribution pipe with diffuser on

top, CI butterfly valves and all accessories, with initial charge of filter

media for filter, painting inside with food grade epoxy paint and outside

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

enamel paint complete with bypass arrangement including piping and

valves (3 Nos.) of required size.

Capacity/Flow rate : 15.822 M3/hr

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

Max. operating pressure : 3.5 kg/Sq.cm

Test pressure : 5.5 kg/Sq.cm

Suggested diameter : 1100 mm Each 1.00 396233.38 396233.38

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

Location - Plumbing Plant Room

Supply, installation, testing & commissioning vertical self supporting

Activated Carbon Filter (ACF) fabricated from M.S. Sheet as per IS Code,

pressure gauge at inlet & outlet, sample cock, GI face piping, C.I. Butterfly

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

filter media for activated carbon filter, painting inside with epoxy paint

and outside with two coat of synthetic enamel paint complete with

bypass arrangement including piping, CI Valves (3 Nos.) of required size.

Capacity/Flow rate : 15.822 M3/hr

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

Max. operating pressure : 3.5 kg/Sq.cm

Test pressure : 5.5 kg/Sq.cm

Suggested diameter : 1100 mm Each 1.00 437942.84 437942.84

Supplying, installing, testing and commissioning electronic chlorine Set

solution dosing system comprising of F.R.P/ chemical grade HDPE solution

tank of 200 litres capacity electronic dosing pump of capacity 0-4 LPH

against 4.5 Kg/Sq.cm dosing valves, flexible teflon tube pipes etc.

complete for dosing of chlorine solution into water on line.

Providing and fixing mild steel (MS) puddle flanges of required size with

5mm thick mild steel (MS) plate including necessary welding as per

6 MRP-7 details shown on drawings and directions of Engineer-in-charge for water

6.1 MRP-7.1 25mm dia (4mm wall thickness) Each 12.00 903.88 10846.56

6.2 MRP-7.2 32mm dia (4mm wall thickness) Each 2.00 1139.88 2279.76

6.3 MRP-7.3 40mm dia (4mm wall thickness) Each 2.00 1362.90 2725.80

6.4 MRP-7.4 50mm dia (4mm wall thickness) Each 6.00 1598.90 9593.40

6.5 MRP-7.5 65mm dia (4mm wall thickness) Each 2.00 1890.36 3780.72

6.6 MRP-7.6 80mm dia (4mm wall thickness) Each 8.00 2154.68 17237.44

6.7 MRP-7.7 100mm dia (4mm wall thickness) Each 10.00 2516.94 25169.40

6.8 MRP-7.8 150mm dia (4mm wall thickness) Each 5.00 3003.10 15015.50

6.9 MRP-7.9 200mm dia (4mm wall thickness) Each 2.00 3308.72 6617.44

Supply, installation, testing & commissioning of Hot dipped galvanised 'Y'

Strainer of following sizes as per specification:

Supplying, assembly, erection, testing and commissioning of magnetic

level sensors and controllers, Chlorinated Polyvinyl Chloride (CPVC)

probe tube, PP actuating float and all other equipment required for the

performance of the system to the satisfaction of the engineer in charge

complete including providing and fixing wiring from control junction box

8 MRP-9 near the Under Ground tank to probes of required length, job 2.00 25025.44 50050.88

interconnection wiring between level controller and the concerned

contactor in the starter panel as required. Level of all tanks (Under

Ground and overhead tank) will be included in this item. The level

controller will perform the following functions

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

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

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

is high and switch off the pumps when the level of water in the supply

water tank is low .

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

To start the pumps in a cyclic order.

The system shall be complete to ensure automatic quotation of pump in

accordance to water level in respective tanks.

Supply, fixing, testing and commissioning of Site Tube (of 3.0 - 5 M) with Each

isolation valve at top and bottom demarcation on tube for making the

installation of level indication on the RCC water tank complete.

Providing, fixing, testing & commissioning of 100 mm dia Burden type, Each

10 MRP-11 Stainless Steel dial type pressure gauge including brass isolation valve 6.00 2634.94 15809.64

and pipe having caliberation of 0-16 Kg/cm2.

Total Amount of PUMPS & EQUIPMENTS 3041153.82

Total Amount of PUMPS & EQUIPMENTS 3041153.82

F) RAIN WATER HARVESTING

Boring/ Drilling bore well of required dia for casing strainer pipe by

sutable method prescribed in IS 2800(Part I), Inculding collecting samples

from different strata, preparing and submitting strata chart/bore log,

1 28.1 Including hire & running charges of all equipments, tools , plants &

machineries required for the job, all complete as per direction of engineer-

in- charge , upto 90 metre depth below ground level.

1.1 28.1.1 Rocky strata including Boulders

Boring/ Drilling bore well of required dia for casing strainer pipe by

sutable method prescribed in IS 2800(Part I), Inculding collecting samples

from different strata, preparing and submitting strata chart/bore log,

2 28.2 Including hire & running charges of all equipments, tools , plants &

machineries required for the job, all complete as per direction of engineer-

in- charge , upto 90 metre depth below ground level.

2.1 28.2.1 Rocky strata including Boulders

Supplying, assembling, lowering and fixing in vertical position in bore

well, unplasticized PVC medium well casing (CM) pipe of required dia,

3 28.3 conforming to IS: 12818, including required hire and labour charges,

fittings & accessories etc. all complete, for all depths, as per direction of

Engineer-in-charge.

Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs conforming

4 28.4 to IS: 12818, including hire and labour charges, fittings & accessories etc.

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

4.1 28.4.2 150 mm nominal size dia Metre 60.00 743.60 44616.00

5 Supplying, filling, spreading and leveling stone boulders of size range 5

cm to 20 cm, in recharge pit in the required thickness for all leads and lifts

all complete as per direction of Engineer-in-charge.

Gravel packing in tubewell construction in accordance with IS: 4097, Cum.

including providing gravel fine/ medium/ coarse, in required grading &

sizes as per actual requirement, all complete as per direction of Engineer-

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

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

Providing and fixing suitable size threaded mild steel cap or spot welded

8 28.13 plate to the top of bore well housing/ casing pipe, removable as per

requirement, all complete for borewell of:

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

9 28.14 housing pipe of tube well as per IS:2800 (part 1), including necessary bolts

& nuts of required size complete:

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

Providing and fixing UPVC pipe of working pressure 6kg per square cm

confirming to IS:4985 including jointing with sealing ring confirming

IS:5382 leaving 10mm gap for thermal expansion 160mm dia UPVC pipe.

Constructing brick masonry manhole (silt chamber type) inside size Each

1.20mX0.90m x1.20m deep with FPS brick class designation 75 in cement

mortar 1:4 (1 Cement: 4 coarse sand ) 15mm thick RCC top slab with

500mm dia opening in cement concrete 1:2:4 (1 cement: 2 C/sand: 4

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

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

40mm size) inside plastering 12 mm thick with cement mortar 1:3 (1

11 MRP-13 cement: 3 C/sand) finished with a foating coat of neat cement and 2.00 31281.80 62563.60

providing 75 mm thick bed concrete in 1:2:4 mix (1 cement: 2 C/sand: 4

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

manhole complete as per standard design/depth shall be measured from

invert level of manhole excluding cost of manhole cover and frame which

shall be paid for separately etc. All complete as per direction of engineer-

Total Amount of Rain Water Harvesting 773384.00

Total Amount of Rain Water Harvesting 773384.00

Total Plumbing 10036825.57

Sub-Head-I (Internal EI)

I/A SH : I/A (Wiring)

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

1.5 sq.mm FRLS PVC insulated copper conductor single core cable in

surface / recessed medium class PVC conduit, with modular switch,

modular plate, suitable GI box and earthing the point with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable etc. as required.

1.55 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/

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

insulated copper conductor single core cable etc. as required.

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

conductor single core cable in surface/ recessed medium class PVC

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

single core cable for loop earthing as required.

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

conductor single core cable in surface/ recessed medium class PVC

conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor

single core cable for loop earthing as required.

1.14 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 50.00 439.00 21950.00

1.14.5 2x10 sq. mm + 1x6 sq. mm earth wire Metre 50.00 570.00 28500.00

1.25 Supplying and fixing two module stepped type electronic fan regulator on

the existing modular plate switch box including connections but excluding

modular plate etc. as required.

1.56 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, Nos. 1.00 676.00 676.00

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

buildings). (For UPS Supply on workstations)

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

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

socket outlet (near equipment point) and 25 A modular SP MCB, “C” Nos. 1.00 727.00 727.00

curve (at accessible point) including connections, painting etc. as

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

1.20 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

1.31 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 3.00 477.00 1431.00

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

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

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

etc. as required.

1.24 Supplying and fixing following modular switch/ socket on the existing

modular plate & switch box including connections but excluding modular

plate etc. as required.

1.24.6 Telephone Socket Outlet Each 1.00 148.00 148.00

1.24.7 Data Socket Outlet Each 1.00 148.00 148.00

1.18 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.

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

surface/ recessed Steel/ PVC conduit as required.

1.26 Supplying and fixing modular blanking plate on the existing modular plate

& switch box excluding modular plate as required.

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

with 25/32 A 240 V "C" curve DP MCB complete with connections, testing Each 2.00 1169.00 2338.00

and commissioning etc. as required.

Total Amount of Wiring 250046.00

Total Amount of Wiring 250046.00

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

MRIE-1 Supply, Installation, Testing and Commissioning of following fittings on

the existing point with making connection with 1.5 sqmm FRLS Copper

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

Fixtures shall have power factor ≥0.90

1 MRIE-1.i 12W LED DOWNLIGHTER SURFACE MOUNTED Nos. 2.00 1424.85 2849.70

4 MRIE-1.ii 20W LED WALL MOUNTED TUBE LIGHT FIXTURE Nos. 0.70 1831.95 1282.37

5 MRIE-1.iii 10W MIRROR LIGHT Nos. 1.00 1153.45 1153.45

6 MRIE-1.iv FAN REGULATOR Nos. 2.00 298.54 597.08

7 MRIE-1.v CEILING FAN,1200MM SWEEP Nos. 2.00 4003.15 8006.30

8 MRIE-1.vi EXHUST FAN WITH 6A SOCKET Nos. 1.00 1628.40 1628.40

Total Amount of Fans & Fittings 15517.30

Total Amount of Fans & Fittings 15517.30

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

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

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

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

copper bus bar, neutral bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as required. (But without

MCB/RCCB/Isolator)

2.3.1 6 way, Double door each 1.40 2206.00 3088.40

2.3.2 8 way, Double door each 0.70 2573.00 1801.10

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

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve,

miniature circuit breaker suitable for inductive load of following poles in

the existing MCB DB complete with connections, testing and

commissioning etc. as required.

MRIE-2 Supplying and fixing following rating, double pole, 240 volts, MCB

complete with connections, testing and commissioning etc. as required.

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

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

current sensivity current 30 miliampere in the existing MCB DB complete

with connections, testing & commissioning etc. as required.

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

complete etc. as required.

Total Amount OF Distribution Board 18105.76

Total Amount OF Distribution Board 18105.76

External Electrical

A SUB HEAD I- HT PANEL

1.1 33 KV HT PANEL

MREE-1 Supply, delivery, erection, testing and commissioning of a 33 KV

switchgear. The 33 KV, 25kA for 3 sec 1250A, 3 phase, 50 Hz indoor type

free standing, floor mounted, totally enclosed, single copper busbar, fully

compartmentalized, horrizontal draw out type & fully interlocked Vaccum

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

free breaker mounted on a integral truck carriage, fully interlocked rack

in rack out mechanism, featured with mechanical ON & OFF indicator

with hand trip device, Spring release coil, two nos. shunt trip coil, air

insulated metal clad indoor vaccum circuit breaker as per IS

13118(1991)/IEC-60056 type switch gear shall be delievered complete

with all accessories, equipment instruments and wiring for making the

equipment complete and for warranting a trouble free safe operation. All

the equipments shall be suitable for satiscfactory operation in tropical

climate & drt dust laden atmosphere. The equipments shall be able to

withstand wide range of temp. variation. The panel shall be complete

with cable termination arrangement for incoming & outgoing XLPE, 33 kV

(E) cables. The panel shall comprise of the following:

1 Panel Board (Indoor Type)

Incoming cum outgoing (1 No.):

i One No. Indoor type free standing floor mounted metal clad totally

enclosed, single busbar, fully compartmentalized, draw out type & fully

interlocked VCB as per IEC 62271-100/200/IS 12118. 33 KV 1250A, 25 KA

for 3 sec, single break trip free breaker mounted on a integral truck

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

mechanical ON & OFF with hand trip device, Spring release coil, 2 nos

shunt fast trip coil, copper contact.

ii One set of fully comparmentalized sheet steel enclosure with automatic

safety shutter, independent pressure discharge flap along with heat

shrinkable PVC sleeved 1250 Amps copper busbar, foundation bolts etc.

cable from rear bottom side of the panel.

iii 3 Nos. 33KV Multi Core Resin cast CT with ratio 400-200/5-5A, 15VA per

Core 1: CLASS-0.5s,ISF<5

Core 2: CLASS-5P10,ISF<5

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

iv 1 No. 33kV 3 phase PT with ratio 33000/√3,100VA/Phase, CL 0.5s for

metering on backed by HT & LT fuses. Line PT fixed type or draw out type.

Breaker Panel Indication Lamps

i One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring Charge etc.

ii RYB phase indicator

iii Breaker test position Indicator

iv Breaker service position indicator

Switches & other accessories

i DC On/Off Switch

ii AC On/Off Switch

iii Heater with heater switch & thermostat

iv Miliamp Ammeter for space heater

v Cubical illumination Lamp

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

vii Door switch, 2 Amp, 1 I/O

viii Local Remote (LR) Switch

ix PT selector switch with pistol grip handle, 4 NO+4NC, rating 10Amp

x Emergency mechanical ON/Off push button

xi 02-way Switch for Lilo arrange with Key

xii TTB for TVM & MFM satech

xiii TTB for protection circuit

xiv Annunciator-8W

xv Hooter/Buzzer for (Trip/Alarm)

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

ii MFM CL 0.5S 3P4W with RS 485 port

i One (1) Set of Multifunctional numerical directional relay with RS485

Communication Compatibility & protection. 50,51,50N,51N

ii Mater Trip Relay - 86

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

iv Trip Circuit Supervison relay - 95

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

dimension of 85mm*150mm shall be provided for feeder naming

Other Accesoories:

1 No. wall mounted tool handling box

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

1 no. breaker handling trolley with each set if circuit breaker is not

mounted on an integral truck carriage

1 No. PT rackout trolley

MREE-1 33 KV HT PANEL as described above. Set 1 1424850 1424850.00

MREE-2 11 KV H.T PANEL (IN 33/11 KV ESS) (5 PANEL BOARD 1 I/C, 1 B/C & B/A

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

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

switchgear. The 11 KV, 25kA for 3 sec 1250A, 3 phase, 50 Hz indoor type

free standing, floor mounted, totally enclosed, single copper busbar, fully

compartmentalized, horrizontal draw out type & fully interlocked Vaccum

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

free breaker mounted on a integral truck carriage, fully interlocked rack

in rack out mechanism, featured with mechanical ON & OFF indicator

with hand trip device, Spring release coil, two nos. shunt trip coil, air

insulated metal clad indoor vaccum circuit breaker as per IS

13118(1991)/IEC-60056 type switch gear shall be delievered complete

with all accessories, equipment instruments and wiring for making the

equipment complete and for warranting a trouble free safe operation. All

the equipments shall be suitable for satiscfactory operation in tropical

climate & drt dust laden atmosphere. The equipments shall be able to

withstand wide range of temp. variation. All the

parts/appratus/equipment supplied shall comply in all respect with the

equipment of indian electricity rule 1956, relevant IS & latest amendment

thereof during execution of work. Panel shoul be fully comparmentalized

sheet steel enclosure floor mounting type with automatic safety shutters,

independent pressure discharge flag along with shrinkable PVC sleeved

1250 Amps copper busbar, foundation bolts etc. The panel shall be

complete with cable termination arrangement for incoming & outgoing

XLPE, 11 kV (E) cables. The panel shall comprise of the following:

a) Each Module shall have Front & Back Door Interlock

b) Panel shall be Floor Rolled trolley Design.

c) Short Circuit Rating shall be for 3 Seconds.

d) Relays shall be Numeric Type.

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

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

shutters complying with IEC-62271-200

g) Panels shall be of Scada Compatible

5 Panel Board (Indoor Type)

Incoming (1 No.):

Each panel will be equiped with the following:

i One No. Indoor type free standing floor mounted metal clad totally

enclosed, single busbar, fully compartmentalized, draw out type & fully

interlocked VCB as per IEC 62271-100/200/IS 12118. 11 KV 1250A, 25 KA

for 3 sec, single break trip free breaker mounted on a integral truck

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

mechanical ON & OFF with hand trip device, Spring release coil, 2 nos

shunt fast trip coil, copper contact.

ii One set of fully comparmentalized sheet steel enclosure with automatic

safety shutter, independent pressure discharge flap along with heat

shrinkable PVC sleeved 1250 Amps copper busbar, foundation bolts etc.

cable from rear bottom side of the panel.

iii 3 Nos. 11KV Multi Core Resin cast CT with ratio 900-450/5-5-1A, 15VA per

Core 1: CLASS-0.5s,ISF<5

Core 2: CLASS-5P10,ISF<5

Core 3: CLASS-PS, ISF<5

iv 1 No. 11kV 3 phase PT with ratio 11000/√3,100VA/Phase, CL 0.5s for

metering on backed by HT & LT fuses. Line PT fixed type or draw out type.

Breaker Panel Indication Lamps

i One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring Charge etc.

ii RYB phase indicator

iii Breaker test position Indicator

iv Breaker service position indicator

Switches & other accessories

i DC On/Off Switch

ii AC On/Off Switch

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

iii Heater with heater switch & thermostat

iv Miliamp Ammeter for space heater

v Cubical illumination Lamp

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

vii Door switch, 2 Amp, 1 I/O

viii Local Remote (LR) Switch

ix PT selector switch with pistol grip handle, 4 NO+4NC, rating 10Amp

x Emergency mechanical ON/Off push button

xi 02-way Switch for Lilo arrange with Key

xii TTB for TVM & MFM satech

xiii TTB for protection circuit

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

ii MFM CL 0.5S 3P4W with RS 485 port

i One (1) Set of Multifunctional numerical direction relay with RS485

Communication Compatibility & protection. 50,51,50N,51N

ii Mater Trip Relay - 86

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

iv Trip Circuit Supervison relay - 95

v Numerical Differential & LV REF relay-64 & 87T

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

dimension of 85mm*150mm shall be provided for feeder naming

Outgoing (4 No.):

Each panel will be equiped with the following:

i One No. Indoor type free standing floor mounted metal clad totally

enclosed, single busbar, fully compartmentalized, draw out type & fully

interlocked VCB as per IEC 62271-100/200/IS 12118. 11 KV 1250A, 25 KA

for 3 sec, single break trip free breaker mounted on a integral truck

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

mechanical ON & OFF with hand trip device, Spring release coil, 2 nos

shunt fast trip coil, copper contact.

ii One set of fully comparmentalized sheet steel enclosure with automatic

safety shutter, independent pressure discharge flap along with heat

shrinkable PVC sleeved 1250 Amps copper busbar, foundation bolts etc.

cable from rear bottom side of the panel.

iii 3 Nos. 11KV Multi Core Resin cast CT with ratio 300-150/5-5-1A, 15VA per

Core 1: CLASS-0.5s,ISF<5

Core 2: CLASS-5P10,ISF<5

Breaker Panel Indication Lamps

i One set of Breakker On/Off/trip/Trip Circuit Healthy/Spring Charge etc.

ii RYB phase indicator

iii Breaker test position Indicator

iv Breaker service position indicator

Switches & other accessories

i DC On/Off Switch

ii AC On/Off Switch

iii Heater with heater switch & thermostat

iv Miliamp Ammeter for space heater

v Cubical illumination Lamp

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

vii Door switch, 2 Amp, 1 I/O

viii Local Remote (LR) Switch

ix PT selector switch with pistol grip handle, 4 NO+4NC, rating 10Amp

x Emergency mechanical ON/Off push button

xi 02-way Switch for Lilo arrange with Key

xii TTB for TVM & MFM satech

xiii TTB for protection circuit

xiv Annunciator-8W

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

xv Hooter/Buzzer for (Trip/Alarm)

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

ii MFM CL 0.5S 3P4W with RS 485 port

i One (1) Set of Multifunctional numerical directional relay with RS485

Communication Compatibility & protection. 50,51,50N,51N

ii Mater Trip Relay - 86

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

iv Trip Circuit Supervison relay - 95

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

dimension of 85mm*150mm shall be provided for feeder naming

Other Accesoories:

1 No. wall mounted tool handling box

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

2 no. breaker handling trolley with each set if circuit breaker is not

mounted on an integral truck carriage

1 No. PT rackout trolley

MREE-2 11 KV H.T PANEL (IN 33/11 KV ESS) (5 PANEL BOARD 1I/C, & B/A & 4

O/G) as described above. Set 1

1.3 11 KV H.T PANEL (COMMON SERVICES)

a) Each Module shall have Front & Back Door Interlock

b) Panel shall be Floor Rolled trolley Design.

c) Short Circuit Rating shall be for 3 Seconds.

d) Relays shall be Numeric Type.

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

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

shutters complying with IEC-62271-200

g) Panels shall be of Scada Compatible

Design, manufacture, supply, installation, testing and commissioning at

site of 5000 kVA, 33/11KV, 3 phase, 50 Hz, delta/star connected, Oil

cooled ( ONAN) Power transformer complete with all fittings and

accessories, On Load Tap Changer, diagram & rating plate, winding

MREE-3 temperature indicator and wiring upto marshalling box, lifting lugs, HT Each 1 10856000 10856000.00

cable box, LT cable connection etc. Losses - NLL- 5kW, LL - 30

kW,Impedance - 8.35%. Including all accessories required and as per

Technical specification. The losses of the transformer as per IS 2026

Voltage Ratio : 33/11KV

Vector Group : Dyn11

Tap Range (On Load] : +7.5% to -15% step of 1.25%

Insulation Class : 'A'

Terminal arrangement (HV) : Bare Bushing

Terminal arrangement (LV) : Cable Box

Fitting Accessories

Conservator with oil level gauge and filling hole with cap.& Drain plug

Under carriage with four bi-directional rollers.

2 Nos. Earthing terminals.

1 No, Drain cum bottom valve with plug.

1 No, Top filter valve with plug.

Plain Oil Level gauge

Rating and diagram plate.

Air release plug.

Pressure Relief Device.

Thermometer Pocket. Lifting lugs. Jacking Pads

Pulling/Haulage Lugs

Pressed Steel Radiators (Detachable).

Double Diaphragm Explosion Vent.

Oil Temperature Indicator with A/T contacts.

Winding Temperature Indicator with A/T contacts.

Magnetic Oil Gauge with A/T contacts.

Buchholz relay with A/T contacts. WTI CT’s

Double Filament Marshaling box with control cables

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

Silica gel breather.

First filling of Transformer Oil as per IS:335

RTCC Panel with AVR

2.0 100 KVA 11/0.433KV TRANSFORMER FOR 33/11 KV ESS

MREE-4 Design, manufacture, supply, installation, testing and commissioning at

site of 100 kVA, 11/0.433KV, 3 phase, 50 Hz, delta/star connected,

Outdoor (ONAN) type transformer complete with all fittings and

accessories, Off Load Tap Changer, diagram & rating plate, winding

temperature indicator, OIL temprature indicator and wiring upto Set 1 572423.31 572423.31

marshalling box, lifting lugs, HT cable box, LT bus duct connection etc.

including all accessories required and as per Technical specification.

The losses of the transformer shall be as per IS 1180 Level 2.

Voltage Ratio : 11/0.433KV

Vector Group : Dyn11

Tap Range (On Load] : +5% to -5% step of 2.5%

Insulation Class : 'A'

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

Terminal arrangement (LV) : LT Cable Box (Suitable for 1 Nos.Run 3.5C x

3.0 LT PANEL FOR 33/11 KV ESS

Supply, installation, testing & commissioning of cubical type LT panel

suitable for 415V, 3 phase, 4 Wire 50 Hz AC supply system fabricated in

compartmentalized (preferably) design from CRCA sheet steel of 2 mm

thick for frame work & covers, 3mm thick for gland, plates i/c cleaning &

finishing complete with 7 tank process for power coating in approved

shade, extensible type TPN aluminium alloy busbar of high conductivity,

DMC/SMC bus bar of high conductivity, DMC/SMC bus bar supports, with

short circuit withstand capacity of 25kA for 1 second, bottom base

MREE-5 channel of MS secton not less than 100 mm x 50 mm x 5 mm thick,

fabrication shall be done in transportable sections, entire panel shall have

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

earth stud, solid connections from main busbar to switch gears with

required size of Al. bus bars and control wiring with 2.5sqmm PVC

insulated copper conductor S/C cable, cable alleys, cable gland plates in

two half, i/c providing following switch gears.

A INCOMER FROM 100 KVA TRANSFORMER

1 No. of 250 A, 4P Mircroprocessor based MCCB with O/L, S/C & E/F

1 Sets - digital multifunction meter (showing harmonics along with all

other electrical parameters such as voltage, current, Hz, KW, KWHr, PF.)

with RS 485 port with matching cast resin CT's

1 Sets - 0-500V, digital Voltmeter with selector switch, 3 No. phase

indicating LED lamp to show the incoming power with control SP MCB.

1 Sets indicating LED lamps for MCCB On/Off/ Trip with protective SP

250A 4P Contactor

B INCOMER FROM 80 KVA DG Set.

1 No. of 160 A, 4P Mircroprocessor based MCCB with O/L, S/C & E/F

1 Sets - digital multifunction meter (showing harmonics along with all

other electrical parameters such as voltage, current, Hz, KW, KWHr, PF.)

with RS 485 port with matching cast resin CT's

1 Sets - 0-500V, digital Voltmeter with selector switch, 3 No. phase

indicating LED lamp to show the incoming power with control SP MCB.

1 Sets indicating LED lamps for MCCB On/Off/ Trip with protective SP

160A 4P Contactor

TPN aluminium bus bars of minimum of 300 Amps capacity with heat

i) shrinkable coloured sleeves and i/c DMC/SMC bus bar cross section, size

supports & their spacing etc.

ii) AMF For Auto D.G. Supply ON & Trip & Off as Required

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

i) 3 Nos. 63A 4P MCB(10kA)

ii) 2 Nos. 40A 4P MCB(10kA)

iii) 3 Nos.25A TPN MCB (10kA)

MREE-5 LT Panel as described above. Each 1 407100 407100.00

5.0 110V BATTERY BANK WITH BATTERY CHARGER

MREE-6 Supply, installation testing & commissioning of 24V DC power backup with Battery

Set bank 1with 2V each 55149270

nos. 200AH batteries along with stand, DC cables & ba

Total Amount of HT PANEL 16191493.31

Total Amount of HT PANEL 16191493.31

B SUB HEAD II- DG SET:

1.0 PROVIDING, INSTALLING, TESTING AND COMMISSIONING OF 'SILENT

TYPE' DIESEL GENERATING SET:-

MREE-7 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 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 installation.

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

onnection, mechanical oil level indicator and low level/high level alarms

and the cost of support arrangement 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.

Fuel hoses. Electronic Governor.

Air Cleaner with Vacuum Indicator.

Fuel and Lub Oil Filter. By pass filter.

Corrosion inhibitor coolant.

Fuel Pump PT Type. Lub Oil Pump.

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 voltmeter.

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

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 conditions.

Fabricated rigid common base frame with anti-vibration mountings.

Vibration Isolator

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

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.

Rating of DG Sets as Follows :-

MREE-7 80 KVA D.G. Set (open type) Nos. 1 15 67 878 1567877.80

MREE-8 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 1 33884 33883.75

MREE-9 Providing of insulation material for Silencers (including the supply &

installation of silencers )

Total Amount Of DG SET 1675988.09

Total Amount Of DG SET 1675988.09

C SUB HEAD III- 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

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 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 by Mtr. 200 972 194400.00

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

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 done by Mtr. 1040 144 149760.00

overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at

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 wiring/ Mtr. 100 42 4200.00

cable as required.

8 MREE-10 Supplying, fixing, testing and commissioning of following bare Copper/ GI

flat including all necessary fixing accessories and effecting connections.

i 50 mm x 6 mm thick Cu flat RM 100 1 650 165000.00

ii 32 mm x 6 mm thick Cu flat RM 10 1 250 12500.00

iii 50 mm x 6 m thick GI flat RM 10 510 5100.00

iv 25 mm x 6 m thick GI flat RM 10 320 3200.00

9 MRSE-1 Supply and laying medium class GI pipe under road/paved areas/wall

crossing etc. including earth excavations refilling, ramming and making

good as approved.

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

10 14.14 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in

ground complete with RCC collars, jointing with cement mortar 1:2 (1

cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as

14.16 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

14.16.4 160 mm dia (OD-160 mm & ID-135 mm nominal) Meter 300 481.00 144300.00

Total Amount Of Earthing 3606364.00

Total Amount Of Earthing 3606364.00

D SUB HEAD IV- SUB STATION SAFETY EQUIPMENTS

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

MREE-12 Supplying and fixing of Shock treatment chart both in Regional, Hindi &

English.and framed with 5mm thick glass as required.as per IS Standard Each 10 366.39 3663.90

MREE-13 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 both

sides and with inscription in signal red colour on front side as required. Each 4 781.63 3126.53

(11/0.433 kV)as per IS Standard

MREE-14 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 both

sides and with inscription in signal red colour on front side as required.as

per IS Standard

MREE-15 Supply of First aid box containing material as prescribed by St. John

Ambulance brigade OR Indian Red Cross conforming to IS 2217-1963 Each 2 1,025.89 2051.78

complete as required.

MREE-16 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 resin, RM 10 1,230.80 12307.99

waterproffinf compound and celing material as per recommendition of

the manufacturaer and as per specifications and direction of Engineer-in-

MREE-17 Providing Single Line Diagram on 5mm thick Aluminium sheet in A0 Size

duly laminated.as per IS Standard

MREE-18 Providing Single Line Diagram on 5mm thick Aluminium sheet in A1 Size

duly laminated.as per IS Standard

MREE-19 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

MREE-20 Caution board printed in signal red "Man on Line". Each 20 788.42 15768.34

MREE-21 Caution board printed in signal red "Don’t switch on". Each 20 788.42 15768.34

Total Amount of SUB STATION SAFETY EQUIPMENTS 81456.64

Total Amount of SUB STATION SAFETY EQUIPMENTS 81456.64

E SUB HEAD V- EXTERNAL LIGHTING:

3.12 SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF POLE &

EXTERNAL LIGHTING FIXTURE

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

MREE-22 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.

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 983146.50

MREE-23 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 glass/polycarbonate cover, IP 66,

with 4 kV surge protection minimum suitable for operation 230+/-10%, Nos. 8 60777.32 486218.53

50 Hz Ac supply with all accessories compete wiring from junction box to

lights as required

MREE-24 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 2 18,320 36639.00

MREE-25 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 resistant

toughened glass/polycarbonate cover, IP 66, with 4 kV surge protection

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

accessories compete wiring from junction box to lights as required as

MREE-26 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

toughened glass/polycarbonate cover, IP 66, with 4 kV surge protection

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

accessories compete wiring from junction box to lights as required as

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

MREE-27 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 Each 33 8820.50 291076.50

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.

MREE-28 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 toughened

glass/polycarbonate cover, IP 66, with 4 kV surge 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

MREE-29 Spike Light 6W Efficiency not less than 110 lumens/watt connection &

wiring from junction box.

MREE-30 Bollard Light 5W, Efficiency not less than 110 lumens/watt connection

& wiring from junction box.

2 MREE-31 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 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

MREE-31 Supplying,Receiving, fixing, testing & commissioning of above

described Panel

LT CABLE AND END TERMINATION

MREE-32 Supply of following sizes of XLPE insulated PVC sheathed armoured

Copper conductor cable of 1.1 KV grade

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

(i) 4 core x 2.5 Sq mm copper conductor armoured cable. M 50 165.55 8277.70

(ii) 3 core x 10 Sq.mm. copper conductor armoured cable. M 50 393.53 19676.50

(iii) 3 core x 6 Sq.mm. copper conductor armoured cable. M 650 244.26 158769.00

MREE-33 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 the same

trench in one tier horizontal formation including excavation and refilling

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

MREE-34 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 3039.68

(i) 3 core x 10 Sq.mm. Cu Each 10 947.19 9471.86

(iii) 3 core x 6 Sq.mm. Cu Each 120 880.69 105683.16

MREE-35 Providing and fixing following size of GI strips/ GI wire etc. on surface or

in recess for connections, including GI clamps etc. as required.

Total Amount of EXTERNAL LIGHTING 4369871.11

Total Amount of EXTERNAL LIGHTING 4369871.11

F SUB HEAD VI- HT CABLES :

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

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 6700.00

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

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

8.4.2 Above 120 sq. mm and upto 400 sq. mm Metre 10 115 1150.00

8.5 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 4000 582 2328000.00

1 MREE-36 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

Material : Aluminum

Shape : Circular compacted

Type : Stranded

Material : XLPE

Material : FRLS PVC

Type : Extruded

Material : FRLS PVC

Drum Length : As per Site requirement

MREE-36 3 C x 300 Sq.mm XLPE HT cable (Unearthed) RM 1950 6 691 13048165.65

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions Unit QTY. RATE AMOUNT

2 HT Cable Termination

10.4 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

10.5 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 :

10.6 Supplying and making straight through cable jointing with heat shrinkable

jointing kit complete with all accessories including ferrules suitable for

following size of 3 core, XLPE aluminium conductor cable of 11 KV grade

Total Amount OF HT CABLES 17214113.65

Total Amount OF HT CABLES 17214113.65

G SUB HEAD VII- OFC CABLES :

MREE-37 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

dispersion slope ≤0.092 PS/nm2 km, PMD (Polarization Mode Dispersion) Metre 1 700 58 99196.70

≤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-38 Stringing of cable Metre 1 500 24 36639.00

MREE-39 Splicing/ jointing of Fiber Optic Cables with Splice

loss of fiber with MFD 9.3um with fiber of range

8.8~9.6um, Core-Clad Concentricity in today’s G.652 single mode fibers is Nos. 8 2 443 19540.80

<0.5um.and offset is in opposite directions (total 1um offset), the

contributed loss will be 0.056dB.

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

proof, fire-retardant and quake-proof etc.

MREE-41 supply of 8 Port Network Gigabit Switch. Nos. 2 4 342 8684.80

14.16 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 500 247.00 123500.00

14.16.5 200 mm dia (OD-200 mm & ID-175 mm nominal) Meter 1000 668.00 668000.00

Total Amount OF OFC CABLES : 966417.30

Total Amount OF OFC CABLES : 966417.30

H SUB HEAD VIII- 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-42 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.

(ii) 3CX6SQMM AL Meter 90 317.538 28578.42

l (iii) 3CX35SQMM AL Meter 120 534.658 64158.96

m (iv) 4CX25SQMM AL Meter 100 508.875 50887.50

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

FRLS multicore copper conductor XLPE insulated and PVC sheathed

3.2 MREE-43 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.

e (i) 2CX10SQMM Cu Meter 10 744.993 7449.93

F (ii) 2CX6SQMM Cu Meter 10 466.808 4668.08

Digitally signed by Om Prakash

S No. DSR/ MR Descriptions 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

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

following size of PVC insulated and PVC sheathed / XLPE aluminium/Cu

conductor armoured cable of 1.1 KV grade as required.

i (ii) 3CX6SQMM Cu, FS Sets 12 792.488 9509.86

Total Amount OF SUB HEAD VIII- CABLES, MAINS AND SUB MAINS :

Total Amount OF SUB HEAD VIII- CABLES, MAINS AND SUB MAINS :

TOTAL ELECTICAL 44661025.43

GRAND TOTAL OF BOQ 185,851,440

GRAND TOTAL OF BOQ 185,851,440

Digitally signed by Om Prakash