Construction for Development of basic infrastructure for new Industrial Estates at JK Medicity Deeli, Jammu, UT of JK.

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

PART - A : CIVIL WORK

2.0 EARTH WORK

1 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-

2.7.1 a) All kinds of soil cum 428.30 187.30 80220.59

2.7.2 b)Ordinary Rock cum 40.00 392.80 15712.00

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

excavation/banking excavated or stacked material :

2.10.2 Ordinary Rock cum 30.00 161.00 4830.00

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 cum 467.25 218.40 102047.40

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 cum 240.00 1204.50 289080.00

dressing complete.

5 2.28 Supplying chemical emulsion in sealed containers

including delivery as specified. Chlorophriphos/Lindane

emulsifiable concentrate of 20%

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 300 metre 117.42 28.95 3399.31

mm including excavation of channel along the wall &

rodding etc. complete:

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

with cement mortar 1:2 (1 cement :2 coarse sand) to

match the existing floor:

Total of Earth work 558713.55

4.0 CONCRETE WORK

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 nominal size)

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 nominal size) and curing

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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 sqm. 43.06 183.20 7888.59

brushes and finally with a piece of cloth lightly soaked in

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 stone

aggregate 40mm nominal size well rammed and sqm 102.72 572.80 58838.02

consolidated and grouted with fine sand including

finishing the top smooth and curing complete

Total of Concrete work 435836.88

13 5.0 REINFORCED CEMENT CONCRETE

13.1 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

13.2 5.9.1 Foundations, footings, bases of columns etc. for mass

13.3 5.9.2 Walls (any thickness) including attached pilasters,

buttresses, plinth and string courses etc.

13.4 5.9.3 Suspended floors, roofs, landings, balconies and access

13.5 5.9.5 Lintel, beams, plinth beams, girders, bressumers and

Columns, pillars, piers, abutments, posts and struts. sqm 365.64 742.55 271505.98

13.7 5.9.16 Edges of slabs and breaks in floors and walls

14 5.22.6 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level and above:- kg 10205.80 123.20 1257354.56

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

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

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 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 82.16 8021.10 659013.58

18 5.34.2 All works above plinth level upto floor V level cum 76.42 9412.05 719268.86

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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 separately.

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

BMC/RMC. (Note:- Cement content considered in M-30 is quintal 47.58 98.80 4700.90

Total of Reinforced Cement Concrete 5200651.51

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

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 147.78 7877.40 1164122.17

21 6.4 Extra for brick work with common burnt clay

bricks/cement concrete bricks in superstructure above cum 124.72 1455.65 181548.67

plinth level upto floor five level

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 58.97 947.25 55855.64

23 6.16 Extra for half Brick masonry in superstructure above

plinth level upto floor V level.

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 sqm 58.97 126.55 7462.16

Total of Brick work 1418402.58

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

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 8.5 Extra for providing opening of required size and

shape for wash basin/ kitchen sink in kitchen

platform, vanity counters and similar location in

marble/granite / stone work including necessary holes

for pillar taps etc. including moulding, rubbing and

polishing of cut edges etc. complete.

28 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 185.78 2774.30 515409.45

Total of Marble & Granite works 552485.79

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

29 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 0.49 108897.35 53523.05

30 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) sqm 24.57 3234.20 79464.29

Extra for providing and fixing flush doors with decorative

veneering instead of non-decorative ISI marked flush

door shutters conforming to ISI: 2202 (Part-I)

32 9.27 Extra for cutting rebate in flush door shutters (Total area

of the shutter to be measured).

33 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 :

6 graded stone aggregate 20 mm nominal size).

34 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 necessary

accessories and screws etc. complete :

Providing and fixing wooden moulded beading to door

and window frames with iron screws, plugs and priming

coat on unexposed surface etc. complete:

35 9.40.3 a)second class kail wood

Providing and fixing aluminum tower bolts ISI marked

anodized (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour or

shade with necessary screws etc. complete :

Providing and fixing aluminum sliding door bolts ISI

marked anodized (anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed to required

colour or shade with nuts and screws etc. complete :

38 9.162 Providing and fixing bright /matt finished Stainless Steel

handles of approved quality & make with necessary

screws etc all complete.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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.

39 9.103.2 Providing and fixing aluminum hanging floor door

stopper, ISI marked, anodized (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed to

required colour or shade with necessary screws etc.

Twin rubber stopper

Providing and fixing aluminum tee channels (heavy duty) metre 17.22 170.20 2930.84

with rollers, stop end in pelmets as curtain rods.

TOtal of Wood work 200926.49

10.0 STEEL WORK

41 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 works.

42 10.26 Providing and fixing hand rail of approved size by welding

etc. to steel ladder railing, balcony railing, staircase

railing and similar works, including applying priming coat

of approved steel primer.

43 10.28 Providing and fixing stainless steel (Grade 304) railing

made of Hollow tubes channels, plates etc. including

welding ,grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with

necessary stainless steel nuts and bolts complete

,including fixing the railing with necessary accessories

and stainless steel dash fasteners, stainless steel bolts

etc. of required size, on the top of the floor or the side of

waist slab with suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose only weight of

stainless steel members shall be considered excluding

fixing accessories such as nuts, bolts, fasteners etc.).

44 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

45 10.7 Providing and fixing ball bearing for rolling shutters.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

10.9 Extra for providing grilled rolling shutters manufactured

out of 8 mm dia M.S. bar instead of laths as per design

approved by Engineer-in- charge, (area of grill to be

47 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

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

Total of Steel work 440574.22

48 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.

11.68.1 Polished Granite stone slab jet Black, Cherry Red, Elite

Brown, Cat Eye or equivalent.

49 11.34 Extra for pre finished nosing to treads of steps of marble

50 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 with base of cement mortar 1:4 (1 cement : 4

51 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 the

shade of the slabs, including rubbing, polishing and

curing complete.

52 8.31 Providing and fixing Ist quality ceramic glazed wall tiles

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

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

except burgundy, bottle green, black of any size as

approved by Engineer- in-Charge, in skirting, risers of

steps and dados over 12 mm thick bed of cement mortar sqm 60.34 1229.10 74157.75

1:3 ( 1 cement : 3 coarse sand) and jointing with grey

cement slurry @ 3.3 kg per sqm, including pointing in

white cement mixed with pigment of matching shade

53 11.51.1 Providing and laying rectified Glazed Ceramic floor tiles

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

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

approved make, laid on 20 mm thick cement mortar 1:4 sqm 15.00 1222.30 18330.22

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

with white cement and matching pigments etc.,

complete In colour such as White, Ivory, Grey, Fume Red

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

54 11.54 Providing and laying Vitrified tiles in floor with

different sizes (thickness to be specified by the

manufacturer), with water absorption less than 0.08%

and conforming to IS: 15622, of approved brand and

manufacturer, in all colours and shades, laid with

cement based high polymer modified quick set tile

adhesive (water based) conforming to IS: 15477, in

average 6 mm thickness, including grouting of joints

(Payment for grouting of joints to be made separately).

55 11.56 Providing and laying Vitrified tiles in different sizes

(thickness to be specified by manufacturer), with water

absorption less than 0.08 % and conforming to I.S. 15622,

of approved make, in all colours and shades, in skirting,

riser of steps, over 12 mm thick bed of cement mortar

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

joint with white cement and matching pigments etc.

Total of Flooring work 516736.67

Providing and laying pressed clay tiles (as per approved

pattern 20mm nominal thickness and of approved size)

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

coarse sand) mixed with 2% integral water proofing

compound laid over a bed of 20mm thick cement mortar

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

Total of Roofing 72780.00

13.0 FINISHING

57 13.1 12 mm cement plaster mix :

58 13.2 15mm Cement plaster on the rough side of single or half

59 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 thick cement plaster 1 : 6

(1 cement : 6 fine sand)

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

60 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 base coat of exterior sqm 170.45 268.45 45757.30

primer applied @ 2.20kg/10sqm

61 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

62 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 4.24 131.85 559.04

63 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.

64 13.76 French spirit polishing, Two or more coats on new works

including a coat of wood filler

65 13.17 6MM CEMENT PLASTER

6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 sqm 116.11 241.25 28011.54

Total of Finishing 324579.46

16.0 ROAD WORK

66 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.

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 sqm 92.16 55.75 5137.92

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).

68 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-incharge.

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

Total of Road Work 255757.82

22.0 ALUMINIUM WORK

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

69 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

22.1.1 For fixed portion

22.1.1.2 Powder coated aluminum (minimum thickness of powder

coated 50 microns)

For shutters of doors, windows & ventilators including

providing and fixing hinges / pivots and making provision

for 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 microns)

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 item.)

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

less than 12.50 kg / sqm)

Providing and fixing double action hydraulic floor spring

of approved brand and manufacture IS : 6315 marked,

having brand logo embossed on the body/plate with

double spring mechanism and door weight upto 125 kg

for doors including cost of cutting floors, embedding in

floors as required and making good the same matching

to the existing floor finishing and cover plates with brass

pivot and single piece M.S. sheet outer box with slide

plate etc. complete as per the direction of Engineerin-

plate etc. complete as per the direction of Engineer-in-

22.4.1 With Stainless Steel cover plate minimum 1.25

22.4.2 With brass cover plate minimum 1.25 mm

22.4.1 With Stainless Steel cover plate minimum 1.25 mm

73 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 complete.

22.8 Upto 5mm depth and 5mm width metre 105.41 97.15 10240.58

Total of Aluminium Work 291252.31

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

23.0 WATER PROOFING

74 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 treatment.

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

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

75 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 sqm 112.75 485.10 54695.03

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 of Water Proofing 329163.64

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

MISCELLANEOUS ITEMS

76 SITC of boom barrier with push button and remote

system as per specification given below:

• Lane Width upto 4.5M with telescopic Boom

• Opening/Closing Time: 6S

• Supply Voltage: 110V AC or 220V AC

• Power Consumption Max.: 220w

• Frequency: 50-60Hz

• Cabinet Material: Powder Coated Steel

• Boom Material: Aluminum Alloy

MRC-1 • Base Frame: Cast Iron each 2.00 115345.00 230690.00

• Temperature Range: -20°C~+60°C

• Humidity Range: ≤90%

• Ingress Protection: IP54IP44

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

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

• Net Weight without Boom: 51KG

• Gross Weight without Boom: 56KG

TOTAL MISCELLANEOUS ITEMS 230690.00

SCHEDULE OF QUANTITIES FOR 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 604.80 187.30 113279.04

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 nominal size)

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 cum 100.80 5202.90 524452.32

nominal size derived from natural sources)

3.0 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

3.1 5.9.1 Foundations, footings, bases of columns, etc. for mass

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 nominal size) and curing

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)

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 sqm. 504.00 183.20 92332.80

brushes and finally with a piece of cloth lightly soaked in

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.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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

required width in mesh size 50x50 mm including

9.0 strengthening with 2 mm dia wire or nuts, bolts and

washers as required complete as per the direction of

Engineer-incharge.

16.25.1 Made of G.I. wire of dia 4mm sqm 2520.00 809.90 2040948.00

10.0 1.1.5 Carriage of material by mechanical for extra 5 Km of

Sand, stone aggregate below 40 mm nominal size cum 1103.51 200.74 221518.20

TOTAL COST OF CHAIN LINK FENCING 11012429.52

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

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 cum 225.00 218.40 49140.33

layer by ramming and watering, lead up to 50 m and lift

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 288.84 179.50 51846.78

Total of Earth work 272342.63

2.0 CONCRETE WORK

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 nominal size)

Total of Concrete work 100205.25

3.0 REINFORCED CEMENT CONCRETE

3.1 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

3.1.1 5.9.1 Foundations, footings, bases of columns etc. for mass

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

3.2 5.22.6 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level and above:- KG 24586.56 123.20 3029063.58

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

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing and laying in position machine batched and

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and

durability as per direction of Engineer-incharge. Note: -

Cement in this item is @ 330 kg/ cum. Excess or less

cement used as per design mix is content considered

payable or recoverable separately.

5.34.1 All works upto plinth level cum 245.87 8021.10 1972112.16

Total of Reinforced Cement Concrete 5434859.98

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 works.

Total of Steel work 27603.20

5.1 13.1 12 mm cement plaster mix :

5.2 13.19 Neat cement punning. sqm 312.50 71.20 22250.00

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

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 48.75 1692.10 82489.88

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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 90.00 2156.30 194067.00

Total of Finishing 381994.38

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 Each 88.00 483.60 42556.80

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

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

Total of Miscellaneous works 72333.70

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

1 16.82 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

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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,

2 laying in uniform layers with mechanical paverfinisher in Cum 2446.29 1885.95 4613580.63

sub- base / base course on well prepared surface and

compacting with vibratory roller of 8 to 10 tonne

capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

3 16.63 Dense Graded Bituminous Macadam

16.63.1 Providing and laying bituminous macadam using crushed

stone aggregates of specified grading premixed with

bituminous binder, transported to site by tippers, laid

over a previously prepared surface with paver finisher

equipped with electronic sensor to the required grade,

level and alignment and rolling with smooth wheeled,

vibratory and tandem rollers as per specifications to

achieve the desired compaction and density, complete as

per specifications and directions of Engineer-in-Charge.

16.63.1A 50 to 100 mm average compacted thickness with

bitumen of grade VG-10 @ 3.5% (percentage by weight

of total mix) prepared Batch Type Hot Mix Plant of 100-

120 TPH capacity.

4 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

16.64 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) sqm 9785.16 293.25 2869498.17

prepared in Batch Type Hot Mix Plant of 100-120 TPH

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.

16.48 Providing and laying seal coat of premixed fine aggregate

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

bitumen using 128 kg of bitumen of grade VG-10

bitumen per cum of fine aggregate and 0.60 cum of fine sqm 9785.16 101.40 992215.22

aggregate per 100 sqm of road surface including rolling

and finishing with road all complete.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

6 16.75 Providing and laying at or near ground level factory made

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

required line, level and curvature jointed with cement

mortar 1:3 (1 cement: 3 coarse sand) including making

joints with or without grooves (thickness of the joints

except at sharp curve shall not to be more than 5mm) cum 135.14 8563.50 1157271.39

including making drainage opening wherever required

complete etc. as per direction of Engineer-incharge

(length of finished kerb edging shall be measured for

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

Engineer-in-charge).

7 16.4 Supplying and stacking at site

16.4.2 Over burnt Brick Aggregate of size

8 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 sqm 434.40 1891.75 821776.20

match the shade of the slab, including rubbing, polishing

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

cement : 4 coarse sand) :

9 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.

16.56.1 New work (Two or more coats) sqm 9785.16 226.60 2217317.26

10 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 including finishing the top smooth etc. complete as

per direction of Engineer-incharge.

11 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

Medium shade using 50% white cement and 50%

ordinary cement.

12 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 nominal size)

13 6.1 Brick work with common burnt clay (non-modular) bricks

of class designation 7.5 in foundation and plinth including

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 421.25 7877.40 3318354.75

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

14 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

1 16.67.1 Overhead informatory road signage.

15 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. each 20.00 7748.00 154960.00

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.

16 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- cum 690.00 8850.60 6106914.00

in-charge. (The panel shuttering work shall be paid for

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

cum Excess/less cement used as per design mix is

payable/recoverable separately

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

17 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 nominal size)

18 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 765.00 131.85 100865.25

19 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 works.

20 20.6 Providing and laying non-pressure of specified class

R.C.C. pipes including collars/spigot jointed with stiff

mixture of cement mortar in the proportion of 1:2 (1

cement: 2 fine sand) including testing of joints etc.

20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes

TOTAL OF ROAD WORK 39252691.79

INTERNAL OPEN DRAIN WORK

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

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 cum 163.24 5202.90 849321.40

nominal size derived from natural sources)

Providing and laying in position specified grade of

reinforced cement concrete including curing but

excluding the cost of centering, shuttering, finishing and

reinforcement. All works upto plinth level

5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone

aggregate 20 mm nominal size)

4.0 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

4.1 5.9.1 Foundations, footings, bases of columns, etc. for mass

4.2 5.9.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

4.3 5.9.3 Suspended floors, roofs, landings, balconies and access

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

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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

20.15 cover and frame of required shape and approved quality.

20.15.2.2 Circular shape 500mm internal diameter each 79.00 1176.55 92947.45

Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of

8.0 20.5 cement mortar in the proportion of 1:2 (1 cement: 2 fine

sand) including testing of joints etc. complete.

TOTAL COST OF INTERNAL Open DRAINAGE 24574966.71

1.0 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

2.0 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 cum 1800.32 218.40 393189.89

layer by ramming and watering, lead up to 50 m and lift

3.0 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 cum 45.35 5202.90 235938.51

nominal size derived from natural sources)

4.0 5.2 Reinforced cement concrete work in walls (any

thickness), including attached pilasters, buttresses, plinth

and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. up to floor five level,

excluding cost of centering, shuttering, finishing and

reinforcement :

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended

floors, roofs having slope upto 15°, landings, balconies,

shelves, chajjas, lintels, bands, plain window sills,

staircases and spiral stair cases upto five level including

curing but excluding the cost of centring, shuttering,

finishing and reinforcement with 5.3.1 1:1½:3 (1 cement :

1½ coarse sand : 3 graded stone aggregate 20 mm

5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone

aggregate 20 mm nominal size)

6.0 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

6.1 5.9.1 Foundations, footings, bases of columns, etc. for mass

6.2 5.9.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

7.0 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

TOTAL COST OF RETAINING WALL 11284423.94

SCHEDULE OF QUANTITIES FOR CETP

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

1.2 2.11 Filling available excavated earth (excluding rock) in cum 273.23 218.40 59673.43

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

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

excavation / banking excavated or stacked materials.

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

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

Summary of Earth work 135540.27

2.0 CONCRETE WORK

Providing and laying in position cement concrete of

2.1 4.4 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 cum 10.81 5202.90 56243.35

aggregate 40 mm nominal size)

Summary of Concrete work 56243.35

3.0 REINFORCED CEMENT CONCRETE

3.1 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

3.1.1 5.9.1 Foundations, footings, bases of columns etc. for mass sqm 127.62 286.35 36543.99

3.1.2 5.9.2 Walls (any thickness) including attached pilasters, sqm 92.95 628.95 58460.90

buttresses, plinth and string courses etc.

3.1.3 5.9.3 Suspended floors, roofs, landings, balconies and access sqm 908.48 718.20 652470.34

Steel reinforcement for R.C.C. work including kilogram 26429.70 123.30 3258782.01

straightening, cutting, bending, placing in position and

3.2 5.22.6 binding all complete upto plinth level and above:-

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

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing and laying in position machine batched and

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

3.3 5.34 including admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and

durability as per direction of Engineer-incharge. Note: -

Cement in this item is @ 330 kg/ cum. Excess or less

cement used as per design mix is content considered

payable or recoverable separately.

5.34.1 All works upto plinth level cum 264.30 8021.10 2119952.67

Summary of Reinforced Cement Concrete 6126209.90

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

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

4.2 6.4 Extra for brick work with common burnt clay cum 30.98 1455.65 45088.76

bricks/cement concrete bricks in superstructure above

plinth level upto floor five level

4.3 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 5.00 947.25 4736.25

4.4 6.16 Extra for half Brick masonry in superstructure above sqm 5.00 159.65 798.25

plinth level upto floor V level.

4.5 6.18 Extra for providing and placing in position 2 Nos. 6mm sqm 5.00 126.55 632.75

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

Summary of Brick Work 295258.47

5.0 9.0 WOOD WORK

5.1 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 0.07 108897.35 7497.58

5.2 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 sqm 9.45 3234.20 30563.19

of required size with necessary screw(35mm)

Extra for providing and fixing flush doors with decorative

veneering instead of non-decorative ISI marked flush

door shutters conforming to ISI: 2202 (Part-I)

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

5.4 9.27 Extra for cutting rebate in flush door shutters (Total area sqm 9.45 107.05 1011.62

of the shutter to be measured).

5.5 9.52 Providing 40x5 mm flat iron hold fast 40 cm long each 24.00 207.35 4976.40

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 :

6 graded stone aggregate 20 mm nominal size).

5.6 9.84 Providing and fixing aluminum die cast body tubular type each 4.00 1628.00 6512.00

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 necessary

accessories and screws etc. complete :

Providing and fixing aluminum tower bolts ISI marked

anodized (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour or

shade with necessary screws etc. complete :

Providing and fixing aluminum sliding door bolts ISI

marked anodized (anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed to required

colour or shade with nuts and screws etc. complete :

5.9 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.

Summary of Wood work 58413.98

6.0 STEEL WORK

6.1 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, kilogram 760.00 181.60 138016.00

gates and similar works.

Summary of Steel work 138016.00

7.1 13.1 12 mm cement plaster mix :

7.2 13.19 Neat cement punning. sqm 454.24 71.20 32341.89

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

7.3 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 leakage.

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

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

Summary of Finishing 387881.84

8.0 MISCELLANEOUS WORK

8.1 20.12 Providing orange colour safety foot rest of minimum 6 Each 540.00 483.60 261144.00

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.

8.2 20.14 Supplying and fixing C.I. cover without frame for

20.14.3 560 mm diameter C.I. cover ( heavy duty) the weight of Each 20.00 6912.25 138245.00

the cover to be not less than 108 kg

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

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

8.4 6.1 Brick work with common burnt clay (non-modular) bricks

of class designation 7.5 in foundation and plinth including

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

8.5 6.4 Extra for brick work with common burnt clay cum 100.00 1455.65 145565.00

bricks/cement concrete bricks in superstructure above

plinth level upto floor five level

Summary of Miscellaneous works 1348653.25

COMMON EFFLUENT TREATMENT PLANT - 100 M³/DAY WORKS

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Supplying Installation And commissioning of Equipmqnts

for Common Effluent Treatment Plant of 100 m3/day.

The main source of effluent is wastewater resulting from

toilets, kitchens, pantries, water washroom and Factory,

restrict to mentioned blow inlet Parameter. The scope of

MRC-2 work includes detail design, drawing, erection, Job 1.00 13437243.00 13437243.00

commissioning as per Physico-chemical, Biological (SBR)

including tertiary treatment type Common Effluent

Treatment Plant complete with necessary equipment,

interconnecting piping network etc.

PART - A : CIVIL WORK

2.0 EARTH WORK

1 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-

2.7.1 a) All kinds of soil cum 26.55 187.30 4972.82

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

excavation/banking excavated or stacked material :

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 cum 21.77 218.40 4754.57

deposited layer by ramming and watering, lead upto 50

m and lift upto 1.5 m.

Total of Earth work 14214.88

4.0 CONCRETE WORK

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 nominal size)

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 nominal size) and curing

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 sqm. 3.00 183.20 549.60

brushes and finally with a piece of cloth lightly soaked in

Total of Concrete work 7477.43

8 5.0 REINFORCED CEMENT CONCRETE

8.1 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

8.2 5.9.1 Foundations, footings, bases of columns etc. for mass

8.3 5.9.5 Lintel, beams, plinth beams, girders, bressumers and

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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

9 5.22.6 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level and above:- kg 593.00 123.20 73057.60

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

Providing and laying in position machine batched and

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and

durability as per direction of Engineer-incharge. Note: -

Cement in this item is @ 330 kg/ cum. Excess or less

cement used as per design mix is content considered

payable or recoverable 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 separately.

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

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

Total of Reinforced Cement Concrete 146271.55

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

6.1.5 Cement mortar 1:6 ( 1 cement : 6 coarse sand) cum 4.97 7571.55 37630.60

Total of Brick work 37630.60

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 works.

Total of Steel work 32688.00

13.0 FINISHING

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

brick wall of mix:

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 thick cement plaster 1 : 6

(1 cement : 6 fine sand)

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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 base coat of exterior sqm 86.40 268.45 23194.08

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 of Finishing 70443.41

RAIN WATER HARVESTING PIT

1.0 EARTH WORK

1.1 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-

2.7.1 a) All kinds of soil cum 222.00 187.30 41580.60

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in layers

not exceeding 20 cm in depth, consolidating each cum 110.00 218.40 24024.00

deposited layer by ramming and watering, lead upto 50

m and lift upto 1.5 m.

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

excavation/banking excavated or stacked material :

Total of Earth work 98991.60

2.0 CONCRETE WORK

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 nominal size)

Total of Concrete work 5202.90

3.0 REINFORCED CEMENT CONCRETE

Providing and laying in position machine batched and

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

including admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and

durability as per direction of Engineer-incharge. Note: -

Cement in this item is @ 330 kg/ cum. Excess or less

cement used as per design mix is content considered

payable or recoverable separately.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

5.34.1 All works upto plinth level cum 3.02 8021.10 24223.72

3.2 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

3.2.3 5.9.3 Suspended floors, roofs, landings, balconies and access

3.3 5.22.6 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level and above:- kilogram 453.00 123.20 55809.60

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

Total of Reinforced Cement Concrete 89053.91

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

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand) cum 36.35 7877.40 286343.49

Total of Brick work 286343.49

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

5.1 20.12 on tail length on 138 mm as per standard drawing and Each 33.00 483.60 15958.80

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.

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

5.2 20.15 cover and frame of required shape and approved quality.

20.15.3.1 Circular shape 560mm internal diameter Each 2.00 1677.10 3354.20

Summary of Miscellaneous works 19313.00

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. SOR/DSR/ 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 each 80.00 6169.85 493588.00

tree guard near the middle height and lettered

CPWD/PWD/any other approved name The tree guard

shall be suitably fixed to the ground by embedding four

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

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

complete in all respect as per satisfaction on direction of

Officer-in-charge.

TOTAL COST OF SCHEDULE ITEMS FOR Road side

3.0 MRC-3 Cost of saplings of different species. each 80.00 400.00 32000.00

4.0 MRC-4 Add cost of watering of plants for 1 year complete

(weekly) Avg. 15 liters of water for each plant (3K liters of No. 40.00 2500.00 100000.00

TOTAL COST OF NON SCHEDULE ITEMS FOR ROAD SIDE

SCHEDULE OF QUANTITIES FOR Earth Filling

1 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

For road leveling cum 5000.00 187.30 936500.00

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 spoils etc. and rerolling the

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 manure or/and good earth to be

paid separately)

Total for Earth Filling 2423617.50

SEPTIC TANK & SOAK PIT - 15 USERS

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

2.7.1 All kinds of soil cum 34.47 187.30 6456.23

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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 cum 26.83 218.40 5859.67

layer by ramming and watering, lead up to 50 m and lift

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

excavation /banking excavated or stacked materials.

2.10.1 All kinds of soil cum 11.99 89.75 1076.10

Total Earth work 13392.01

2.0 CONCRETE WORK

2.1 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 : 8 graded stone

aggregate 40 mm nominal size)

Total of Concrete work 4578.55

3.0 REINFORCED CEMENT CONCRETE

3.1 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

3.1.1 5.9.1 Foundations, footings, bases of columns etc. for mass

3.1.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and

3.1.3 5.9.3 Suspended floors, roofs, landings, balconies and access

3.1.4 5.9.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

3.2 5.22 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars. kg 475.19 123.20 58543.41

3.4 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-in-charge.

3.4.1 5.34.1 All works upto plinth level cum 4.03 8021.10 32325.03

Total Reinforced Cement Concrete 113434.55

4.1 13.17 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3

4.2 13.19 Neat cement punning. sqm 14.75 71.20 1050.20

4.3 13.24 Extra for providing and mixing water proofing material in

cement plaster work in proportion recommended by the kg 2.40 67.00 160.80

4.4 20.5 Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc. complete :

4.5 18.35 Providing and fixing soil, waste and vent pipes

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

18.35.1.1 Sand cast iron S&S pipe as per IS: 1729 metre 4.00 1066.50 4266.00

4.6 18.56 Providing and fixing terminal guard :

18.56.1.2 Sand cast iron S&S as per IS - 3989 each 2.00 446.60 893.20

Total Finishing 13092.39

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

5.1 20.12 on tail length on 138 mm as per standard drawing and each 12.00 483.60 5803.20

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.

5.2 20.15 Providing and fixing in position pre-cast R.C.C. manhole

cover and frame of required shape and approved quality

20.15.1.1 Rectangular shape 600x450 mm internal dimensions

5.3 20.26 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x

45 cm dry brick honey comb shaft with bricks and S.W.

drain pipe 100 mm diameter, 1.8 m long complete as per

standard design.

5.4 20.27 Constructing soak pit 1.20x1.20x1.20 m filled with

brickbats including S.W. drain pipe 100 mm diameter and

1.20 m long complete as per standard design.

Total Miscellaneous works 35006.15

INTERNAL OPEN DRAIN WORK (culvert)

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 100.00 187.30 18730.00

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 cum 10.56 5202.90 54942.62

nominal size derived from natural sources)

3.0 5.2 Reinforced cement concrete work in walls (any

thickness), including attached pilasters, buttresses, plinth

and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. up to floor five level,

excluding cost of centering, shuttering, finishing and

reinforcement :

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size)

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

4.0 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone

aggregate 20 mm nominal size)

5.0 5.9 Centering & shuttering including strutting, propping etc.

and removal of form work for:

5.1 5.9.1 Foundations, footings, bases of columns, etc. for mass

5.2 5.9.2 Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

5.3 5.9.3 Suspended floors, roofs, landings, balconies and access

6.0 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

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

neat cement of mix :

Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of

8.0 20.5 cement mortar in the proportion of 1:2 (1 cement: 2 fine

sand) including testing of joints etc. complete.

TOTAL COST OF Open DRAINAGE (culvert) 8813467.51

Total Civil Work 138107253.50

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

1 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 :

W.C. pan with ISI marked white solid plastic seat and lid

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

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

2 pattern, including painting of fittings and brackets,

cutting and making good the walls wherever required :

White Vitreous China Wash basin size 630x450 mm with

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

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

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

European type W.C. of quality and make as approved by

Engineer - in - charge.

Providing and fixing CP Brass 32mm size Bottle Trap of

5 18.22A approved quality & make and as per the direction of each 3.00 869.65 2608.95

Engineer-in-charge.

Providing and fixing in position 25 mm diameter

6 18.30 mosquito proof coupling of approved municipal design. each 2.00 51.60 103.20

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing, Fixing,testing and commissioning of 15 mm

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

7 MRP-14 Minute) at 3.1 bar or 45 psi test pressure with C.P. wall each 1.00 1993.02 1993.02

flange of approved quality as approved by architect and

complete in all respect.

Providing and fixing 600x450 mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm

8 18.31 thick hard board ground fixed to wooden cleats with C.P. each 2.00 1595.10 3190.20

brass screws and washers complete.

Providing and fixing brass bib cock of approved quality :

19.9.1 15 mm nominal bore Each 2.00 334.70 669.40

Providing and fixing brass stop cock of approved quality

19.10.1 15mm nominal bore Each 1.00 334.70 334.70

11 18.34 Providing and fixing toilet paper holder

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

Vent system Class Bconforming to IS : 13592 and UPVC

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

tees, crosses, boss connections, access pieces, saddle

pieces, cleanouts, adaptors for connections to other

materials, plugs, reducers, cowls, offset and other

specials. Jointing shall be done with pushfit EPDM ring

jointing technique in general. Solvent cement joints may

be provided for fittings and specials which are not

manufactured with pushfit rubber joints.Fixing at

wall/ceiling level supported by galvanized steel clamps &

hangers etc. Making proper connection and also pipes

may be laid / fixed in sunken floors, under slung from

ceiling. The pipes laid in sunken floor shall be encased

with not less than 75 mm thick cement concrete (1:2:4)

all around.The installation shall be complete in all

respects including cutting chases / holes in walls, slabs

and making good the same as per specifications. (All

major MS structure to hold the stack is included in this

item) as approved by architect and complete in all

110 mm dia. OD Type-B meter 48.00 734.43 35252.74

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

vent pipework comprising UPVC pipe conforming to IS

:4985-1983 of class 3 ( 6kg/cm2) as specified below and

fittings (moulded as well as fabricated) like elbows,

bends, reducers, threaded tail pieces, caps, suitable

elbow with suitable extension piece for drain point and

other specials jointing with cement solvent, chasing,

MRP-16 cutting and making good the walls & floors pipes laid in

floors shall be encased with 40 mm thick concrete all

around, complete in all respects including testing of

complete installation.(All major MS structure to hold the

stack with fixing including anchor fasteners, sand,

cement etc is included in this item) as approved by

architect and complete in all respect.

i 40 mm dia 6 kg/cm2 (Class III ) meter 8.00 424.21 3393.68

ii 50 mm dia 6 kg/cm2 (Class III ) meter 8.00 454.18 3633.46

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing and filling the joints with spun yarn cement

13 18.36 slurry and cement mortar 1:2 (1 cement : 2 fine sand) in

S.C.I / C.I pipes

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

design to Sand Cast iron/Cast Iron (spun) pipe embedded

in and including cement concrete blocks 10x10x10 cm of

11 18.37 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size ), including cost of cutting

holes and making good the walls etc:

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

design to Sand Cast iron/Cast Iron (spun) pipe embedded

in and including cement concrete blocks 10x10x10 cm of

11 18.37 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size ), including cost of cutting

holes and making good the walls etc:

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

14 18.59 iron/ centrifugally cast (spun) iron pipes of diameter :

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

cleaning design as per IS:13592 : 1992 complete including

cost of cutting and making good the cutouts in walls and

15 floors etc.including cutting and making good the walls

and floors wherever required complete as approved by

architect and complete in all respect. as approved by

architect and complete in all respect.

110 mm inlet and 110 mm outlet each 2.00 590.24 1180.47

Providing and fixing floor drain made out of 110x63 mm

OD uPVC. elbow connected to uPVC pipe complete as per

direction of Project Manager as approved by architect

and complete in all respect as approved by architect and

complete in all respect.

Providing and fixing Inlet Fitting for Urinal trap, formed

out of 110 mm PVC pipe with multiple side inlets formed

with saddle pieces, suitable for 40, 50 and 63 mm dia

side connections as per standard detail and support

17 MRP-19 through galvanized steel support from slab or set in each 1.00 369.34 369.34

cement concrete mix 1:2:4 including cutting and making

good the walls and floors wherever required as approved

by architect and complete in all respect..

Providing and fixing Heavy Class SS grating of approved

design including setting in floor with cement motor to

match with floor finish as per architect requirement

suitable for waster and FT, UT & FD as approved by

architect and complete in all respect..

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing and fixing cleaning eye 110mm dia on

horizontal UPVC soil & waste pipes of 300 mm long UPVC

pipe with one plain end lead caulked in to the collar of

UPVC pipe and the other end with flange which in

19 MRP-21 covered by neoprene rubber gasket and blank flange,

complete with nuts, bolts etc and hot dip galvanization

after fabrication to the satisfaction of Project Manager as

approved by architect and complete in all respect..

100 mm inlet and 100 mm outlet each 1.00 137.71 137.71

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

bend type) with rubber lip ring. Including 110 mm dia

PVC pipe / bend of required length and proper

connection with M seal to C.I. pipe complete as required

as approved by architect and complete in all respect..

Providing and fixing PTMT liquid soap container 109 mm

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

21 18.71 standard shape with brackets of the same materials with Each 2.00 287.50 575.00

snap fittings of approved quality and colour, weighing

not less than 105 gms.

Providing and fixing PTMT towel ring trapezoidal shape

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

22 18.72 37 mm from wall face with concealed fittings Each 2.00 248.45 496.90

arrangements of approved quality and colour, weighing

not less than 88 gms.

Providing and fixing white vitreous china battery based

infrared sensor

operated urinal of approx. size 610 x 390 x 370 mm

having pre & post flushing with water (250 ml & 500 ml

consumption), having water inlet from back side,

including fixing to wall with suitable brackets all as per

manufacturers specification and direction of Engineer-in-

Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement: 2

coarse sand: 4 graded stone aggregate of 20 mm nominal

size) over P.V.C. sheet 1 m x1 m x 400 micron, finished

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

sand) and a coat of neat cement, rounding the edges and

making and finishing the outlet complete.

Total Cost of Sanitary Installation 94499.76

B) WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot and cold

water supply, including all CPVC plain and brass threaded

25 19.3 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 6.00 320.70 1924.20

19.3.1.3 25mm nominal outer dia pipes. Metre 22.00 402.45 8853.90

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

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

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

Internal work Concealed fixing the pipe with clamps at

26 19.3.2 1.00 meter spacing including cutting chases and making

good the wall etc.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

19.3.2.1 15mm nominal outer dia pipes. Metre 11.00 419.75 4617.25

19.3.2.2 20mm nominal outer dia pipes. Metre 17.00 492.35 8369.95

19.3.2.3 25mm nominal outer dia pipes. Metre 11.00 602.40 6626.40

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

27 19.6 excluding trenching and refilling etc. (external work) B

19.6.3 25 mm dia. nominal bore Metre 60.00 339.25 20355.00

19.6.4 32 mm dia. nominal bore Metre 60.00 411.30 24678.00

19.6.5 40 mm dia. nominal bore Metre 30.00 489.25 14677.50

19.6.6 50 mm dia. nominal bore Metre 145.00 805.70 116826.50

19.6.7 65 mm dia. nominal bore Metre 405.00 1018.05 412310.25

19.6.8 80 mm dia. nominal bore Metre 182.00 1151.20 209518.40

19.6.9 100 mm dia. nominal bore Metre 76.00 1434.00 108984.00

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 sizes by providing and fixing Tee,

including cutting and threading the pipe etc. complete

19.7.1 25 to 40 mm nominal bore each 50.00 730.25 36512.50

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

of approved quality (screwed end)

19.11.4 50 mm nominal bore each 5.00 986.15 4930.75

Providing and fixing ball valve (brass) of approved

30 19.12 quality, High or low pressure, with plastic floats complete

19.12.3 25 mm nominal bore each 4.00 569.45 2277.80

Providing and fixing gun metal non-return valve of

approved quality (screwed end) - Horizontal

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

including boring and tapping the main

Providing and fixing uplasticized PVC connection pipe

with brass unions

19.15.1 30 cm length

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

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

required will be paid separately).

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Constructing masonry Chamber 30x30x50 cm inside, in

brick work in cement mortar 1:4 (1cement :4 coarse

sand) for stop cock, with C.I. surface box 100x100x75 mm

(inside) with hinged cover fixed in cement concrete slab

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

aggregate 20 mm nominal size ) including necessary

35 19.26 excavation, foundation concrete 1:5:10 (1 cement :5 fine

sand : 10 graded stone aggregate 40 mm nominal size)

and inside plastering with cement mortar 1:3 (1 cement :

3 coarse sand) 12 mm thick, finished with a floating coat

of neat cement complete as per standard design.

With common burnt clay (non modular) bricks of class

designation 7.5

Constructing masonry Chamber of specified size, in brick

work with common burnt clay (non modular) bricks of

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

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

1.5 coarse sand : 3 graded stone aggregate 20 mm

36 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

19.27.1 diameter, 160 mm 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 60.00 15.65 939.00

19.30.4 32 mm dia. nominal bore Metre 60.00 18.75 1125.00

19.30.5 40 mm dia. nominal bore Metre 30.00 21.30 639.00

19.30.6 50 mm dia. nominal bore Metre 145.00 25.55 3704.75

19.30.7 65 mm dia. nominal bore Metre 405.00 31.60 12798.00

19.30.8 80 mm dia. nominal bore Metre 182.00 36.65 6670.30

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

pipes in external work.

19.31.3 25 mm dia. nominal bore Metre 60.00 90.70 5442.00

19.31.4 32 mm dia. nominal bore Metre 60.00 93.10 5586.00

19.31.5 40 mm dia. nominal bore Metre 30.00 94.25 2827.50

19.31.6 50 mm dia. nominal bore Metre 145.00 97.80 14181.00

19.31.7 65 mm dia. nominal bore Metre 405.00 154.35 62511.75

19.31.8 80 mm dia. nominal bore Metre 182.00 159.05 28947.10

19.31.9 100 mm dia. nominal bore Metre 76.00 168.50 12806.00

19.31.10 150 mm dia. nominal bore Metre 28.00 250.95 7026.60

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank ISI : 12701 marked, with

cover and suitable locking arrangement and making per liter

necessary holes for inlet, outlet and overflow pipes but capacity

without fittings and the base support for tank

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

40 19.43 valve for basin mixer and geyser points of approved each 6.00 582.35 3494.10

make conforming to IS : 8931

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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

approved quality with bolts, nuts, rubber insertions etc.

complete (The tail pieces, tapers etc. if required will be

paid separately).

Providing and fixing enclosed type water meter (bulk

type) conforming to IS : 2373 and tested by Municipal

42 19.51 Board complete with bolts, nuts, rubber insertions etc.

(The tail pieces if required will be paid separately)

19.51.1 80 mm dia. nominal bore each 1.00 3632.70 3632.70

19.51.2 100 mm dia. nominal bore each 2.00 5367.30 10734.60

19.51.3 150 mm dia. nominal bore each 2.00 7829.00 15658.00

Earth work in surface excavation not exceeding 30 cm in

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

plan including disposal of excavated earth,

43 2.1 leadupto50meterand lift upto 1.5m, as directed by sqm 986.00 91.75 90465.50

Engineer-in-Charge.

All kinds of soil :

Total Cost of water Supply 1660927.10

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 300.00 187.30 56190.00

Providing and laying non-pressure NP2 class (light duty)

R.C.C. pipes with collars jointed with stiff mixture of

45 20.5 cement mortar in the proportion of 1:2 (1 cement: 2 fine

sand) including testing of joints etc. complete

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

5 coarse sand: 10 graded stone aggregate 40 mm

nominal size) including bed concrete as per standard

20.2.2 Up to Haunches of SW Pipe

20.2.2.2 150 mm diameter S.W. pipe Metre 25.00 550.20 13755.00

20.2.2.3 200 mm diameter S.W. pipe Metre 162.50 646.75 105096.88

20.2.2.5 250 mm diameter S.W. pipe Metre 312.50 752.95 235296.88

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

SP-1 complete with C.I. grating brick masonry chamber

with water tight C.I. cover with frame of 300x300 mm

size (inside) the weight of cover to be not less than 4.50

kg and frame to be not less than 2.70 kg as per standard

20.3.2 150 x 100 mm size P type.

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

class designation 7.5

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Constructing brick masonry manhole in cement mortar

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

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

graded stone aggregate 20 mm nominal size), foundation

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

8 graded stone aggregate 40 mm nominal size),inside

48 plastering 12 mm thick with cement mortar 1:3 (1

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

cement and making channels in cement concrete 1:2:4 (1

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

nominal size) finished with a floating coat of neat cement

complete as per standard design :

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

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

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

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

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

class designation 7.5

49 Extra for depth for manholes

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

class designation 7.5

Constructing brick masonry circular type manhole 0.91 m

internal dia at bottom Constructing brick masonry

circular type manhole 0.91 m internal dia at bottom and

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

coarse sand), inside cement plaster 12 mm thick with

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

with a floating coat of neat cement, foundation concrete

50 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size), and making necessary

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

sand : 4 graded stone aggregate 20 mm nominal size)

finished with a floating coat of neat cement, all complete

as per standard design :

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

HD-20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and frame

to be not less than 182 kg., fixed in cement concrete

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

aggregate 20 mm nominal size) including centering,

shuttering all complete.(Excavation, foot rests and 12

mm thick cement plaster at the external surface shall be

paid for separately) :

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

class designation 7.5

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Constructing brick masonry circular manhole 1.22 m

internal dia at bottom and 0.56 m dia at top in cement

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

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

coarse sand) finished with a floating coat of neat cement

foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6

51 graded stone aggregate 40 mm nominal size) and making

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

coarse sand : 4 graded stone aggregate 20 mm nominal

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

complete as per standard design :

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

20 grade designation) 560 mm internal diameter

conforming to I.S. 12592, total weight of cover and frame

to be not less than 182 kg. fixed in cement concrete 1:2:4

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

mm nominal size) including centering, shuttering all

complete. (Excavation, foot rests and 12 mm thick

cement plaster at the external surface shall be paid for

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

class designation 7.5

52 Extra depth for circular type manholes

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

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

class designation 7.5

Providing orange colour safety foot rest of minimum 6

mm thick plastic encapsulated as per IS : 10910, on 12

mm dia steel bar conforming to IS: 1786, having

minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with

minimum 112 mm space between protruded legs having

2 mm tread on top surface by ribbing or chequering

besides necessary and adequate anchoring projections

53 20.12 on tail length on 138 mm as per standard drawing and Each 280.00 483.60 135408.00

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.

Constructing brick masonry road gully chamber of

specified size with common burnt clay(non modular)

bricks of class designation 7.5 in cement mortar 1:4 ( 1

cement : 4coarse sand) including precast R.C.C.

horizontal grating with frame complete as per standard

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

grating with frame 500x450 mm horizontal grating.

Total Cost of Sewerage 1322630.98

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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,

55 Including hire & running charges of all equipments, tools

, plants & machineries required for the job, all complete

as per direction of engineer-in- charge , upto 90 metre

depth below ground level.

28.1.2 Rocky strata including Boulders

Boring/drilling bore well of required dia for casing /

strainer pipe, by suitable method prescribed in IS:2800

(part I), including collecting samples from different

strata, preparing and submitting strata chart/ bore log,

56 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, beyound 90 metre

& upto 150 metre depth below ground level.

28.2.2 Rocky strata including Boulders

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

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

19.6.7 65 mm dia nominal bore Metre 600.00 1018.05 610830.00

Supplying, assembling, lowering and fixing in vertical

position in bore well, unplasticized PVC medium well

casing (CM) pipe of required dia, conforming to IS:

58 28.3 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 400.00 712.85 285140.00

Supplying, assembling, lowering and fixing in vertical

position in bore well unplasticized PVC medium well

screen (RMS) pipes with ribs conforming to IS: 12818,

59 28.4 including hire and labour charges, fittings & accessories

etc. all complete, for all depths, as per direction of

Engineer-in-charge.

28.4.2 150 mm nominal size dia Metre 200.00 743.60 148720.00

Gravel packing in tubewell construction in accordance

with IS: 4097, including providing gravel fine/ medium/

60 28.8 coarse, in required grading & sizes as per actual Cum. 40.00 1068.20 42728.00

requirement, all complete as per direction of Engineer- in

Development of tube well in accordance with IS:2800

(part I) and IS: 11189, to establish maximum rate of

usable water yield without sand content (beyond

permissible limit), with required capacity air compressor,

running the compressor for required time till well is fully

developed, measuring yield of well by ''V'' notch method

61 28.12 or any other approved method, measuring static level & Hour 8.00 872.75 6982.00

draw down etc. by step draw down method, collecting

water samples & getting tested in approved laboratory,

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

labour charges of air compressor, tools & accessories

etc., all as per requirement and direction of Engineer-in-

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing and fixing suitable size threaded mild steel cap

or spot welded plate to the top of bore well housing/

casing pipe, removable as per requirement, all complete

for borewell of:

Providing and fixing MS clamps of required dia on the top

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

(Part-1) , including necessary bolts and nuts of required

Providing and fixing bail plug / bottom plug of required

64 28.15 dia at the bottom of the pipe assambley as per IS: 2800

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

65 MRP-1 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

Discharge 350 LPM.

Total Cost of Tube Wells 2198910.88

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

66 MRP-2 AC power supply with class F insulation and built -in

temperature protection, pump connector unit with

rubber diaphram & bend, vertical discharge pipe, guide

pipe, stainless steel chain/rope, water -proof power

cable and level controller complete in all respects for

fixed installation.

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

Discharge 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, 50

67 MRP-3 cycles A.C. supply with 150 mm dia pressure gauge with

gunmetal isolation cock, vibration eliminating for each

pump including necessary structual supports, clamps,

bolts, nuts washers and 1:2:4 plain cement concreate

(PCC) foundations

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

Location - Plumbing Plant Room

Capacity 350 lpm

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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

Location - Plumbing Plant Room

Capacity 350 lpm

HP/Load 5HP/Load Set 1.00 268896.04 268896.04

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

Location - STP Plant Room

Capacity 250 lpm

MULTIGRADE PRESSURE SAND FILTER: (For Domestic

Location - Plumbing Plant Room

Supply, installation, testing & commissioning of vertical

self supporting multi grade pressure filter (MGF) (Dual

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

pressure gauges at inlet & outlet, sample cock, air vent

valve with piping, GI face piping distribution pipe with

diffuser on top, CI butterfly valves and all accessories,

with initial charge of filter media for filter, painting inside

with food grade epoxy paint and outside with two coat of

red oxide primer and two or more coat of synthetic

enamel paint complete with bypass arrangement

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

Capacity/Flow rate : 37.325 M3/hr

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

Max. operating pressure : 3.5 kg/Sq.cm

Test pressure : 5.5 kg/Sq.cm

Suggested diameter : 1600 mm Each 1.00 530523.28 530523.28

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

Location - Plumbing Plant Room

Supply, installation, testing & commissioning vertical self

supporting Activated Carbon Filter (ACF) fabricated from

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

outlet, sample cock, GI face piping, C.I. Butterfly valve

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

charge of filter media for activated carbon filter, painting

inside with epoxy paint and outside with two coat of

synthetic enamel paint complete with bypass

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

Capacity/Flow rate : 37.325 M3/hr

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

Max. operating pressure : 3.5 kg/Sq.cm

Test pressure : 5.5 kg/Sq.cm

Suggested diameter : 1600 mm Each 1.00 574127.82 574127.82

Supplying, installing, testing and commissioning

electronic chlorine solution dosing system comprising of

F.R.P/ chemical grade HDPE solution tank of 200 litres

70 MRP-6 capacity electronic dosing pump of capacity 0-4 LPH Set 1.00 457849.44 457849.44

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

pipes etc. complete for dosing of chlorine solution into

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing and fixing mild steel (MS) puddle flanges of

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

71 MRP-7 including necessary welding as per details shown on

drawings and directions of Engineer-in-charge for water

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

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

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

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

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

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

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

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

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

Supply, installation, testing & commissioning of Hot

72 MRP-8 dipped galvanised 'Y' Strainer of following sizes as per

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

73 MRP-9 control junction box near the Under Ground tank to job 2.00 26162.96 52325.92

probes of required length, interconnection wiring

between level controller and the concerned contactor in

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

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

The level controller will perform the following functions

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

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

panle with LEDs

To start the pumps in a cyclic order.

The system shall be complete to ensure automatic

quotation of pump in accordance to water level in

respective tanks.

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

3.0 - 5 M) with isolation valve at top and bottom

74 MRP-10 demarcation on tube for making the installation of level Each 2.00 3633.22 7266.44

indication on the RCC water tank complete.

Providing, fixing, testing & commissioning of 100 mm dia

Burden type, Stainless Steel dial type pressure gauge

including brass isolation valve and pipe having

caliberation of 0-16 Kg/cm2.

Total Cost of PUMPS & EQUIPMENTS 3135788.64

F) RAIN WATER HARVESTING

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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,

76 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.

28.1.1 All types of soil

Boring/ Drilling bore well of required dia for casing

strainer pipe by sutable method prescribed in IS

2800(Part I), Inculding collecting samples from different

strata, preparing and submitting strata chart/bore log,

77 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.

28.2.1 All types of soil

Supplying, assembling, lowering and fixing in vertical

position in bore well, unplasticized PVC medium well

casing (CM) pipe of required dia, conforming to IS:

79 28.3 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 to IS: 12818,

80 28.4 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 30.00 743.60 22308.00

Supplying, filling, spreading and leveling stone boulders

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

required thickness for all leads and lifts all complete as

per direction of Engineer-in-charge.

Gravel packing in tubewell construction in accordance

with IS: 4097, including providing gravel fine/ medium/

82 28.8 coarse, in required grading & sizes as per actual Cum. 10.00 1068.20 10682.00

requirement, all complete as per direction of Engineer- in

Providing and fixing bail plug / bottom plug of required

83 28.15 dia at the bottom of the pipe assambley as per IS: 2800

Providing and fixing suitable size threaded mild steel cap

or spot welded plate to the top of bore well housing/

casing pipe, removable as per requirement, all complete

for borewell of:

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

of casing/ housing pipe of tube well as per IS:2800 (part

1), including necessary bolts & nuts of required size

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

Providing and fixing UPVC pipe of working pressure 6kg

86 MRP-12 per square cm confirming to IS:4985 including jointing Meter 90.00 2107.48 189673.20

with sealing ring confirming IS:5382 leaving 10mm gap

for thermal expansion 160mm dia UPVC pipe.

Constructing brick masonry manhole (silt chamber type)

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

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

coarse sand ) 15mm thick RCC top slab with 500mm dia

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

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

twisted sreel bars 20cm foundation concrete 1:4:8 (1

cement: 4 C/sand: 8 graded stone agg 40mm size) inside

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

87 MRP-13 cement: 3 C/sand) finished with a foating coat of neat Each 1.00 32703.70 32703.70

cement and 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 cost of rain water harvesting pit 396397.50

Total Plumbing Work 8809154.86

Internal Electrical Estimate

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/ 0.00

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.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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

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

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, connections etc. Nos. 1.00 676.00 676.00

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” curve

(at accessible point) including connections, painting etc.

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 as

1.27 Supplying and fixing following size/ modules, GI box

alongwith modular base & cover plate for modular

switches in recess etc. as required.

1.27.1 1 or 2 Module (75 mm x 75 mm) (For Telephone, Data,

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 Each 5.00 477.00 2385.00

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

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 Each 8.00 586.00 4688.00

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

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

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

1.26 Supplying and fixing modular blanking plate on the

existing modular plate & switch box excluding modular Each 5.00 40.00 200.00

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 and commissioning

etc. as required.

Total of Wiring 494050.00

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

Supply, Installation, Testing and Commissioning of

following fittings on the existing point with making

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

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

3 iii 15W LED SURFACE MOUNTED LIGHT FIXTURE Nos. 7.70 1492.70 11493.79

4 iv 20W LED WALL MOUNTED TUBE LIGHT FIXTURE Nos. 0.70 1831.95 1282.37

5 v 10W MIRROR LIGHT Nos. 8.40 1153.45 9688.98

6 vi FAN REGULATOR Nos. 4.20 298.54 1253.87

7 vii CEILING FAN,1200MM SWEEP Nos. 4.20 4003.15 16813.23

8 viii EXHUST FAN WITH 6A SOCKET Nos. 2.80 1628.40 4559.52

Total of Fans & Fittings 106156.75

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

Supplying and fixing following way, horizontal type three

pole and neutral, sheet steel, MCB distribution board,

415 volts, on surface/recess, complete with tinned

MRIE-2 copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, powder painted including earthing etc.

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

2.23 Supplying and fixing Cable End Box (Loose Wire Box)

suitable for following single pole and neutral, sheet steel,

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

complete with testing and commissioning etc. as

2.23.2 For 8 way, Double door SPN MCBDB Each 0.70 832.00 582.40

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

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

inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning

etc. as required.

Supplying and fixing following rating, double pole, 240

MRIE-3 volts, MCB complete with connections, testing and

commissioning etc. as required.

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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

"C" curve, four pole miniature circuit breaker suitable for

inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning

etc. 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.

Supplying and fixing following rating, four pole, (three

phase and neutral), 415 volts, residual current circuit

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

existing MCB DB complete with connections, testing and

commissioning etc. as required.

2.5 Supplying and fixing of following ways surface/ recess

mounting, vertical type, 415 V, TPN MCB distribution

board of sheet steel, dust protected, duly powder

painted, inclusive of 200 A tinned copper bus bar,

common neutral link, earth bar, din bar for mounting

MCBs (but without MCBs and incomer ) as

required . (Note : Vertical type MCB TPDB is normally

used where 3 phase outlets are required.)

2.2 Providing and fixing following rating and breaking

capacity and pole MCCB with thermomagnetic release

and terminal spreaders in existing cubicle panel board

including drilling holes in cubicle panel, making

connections, etc. as required.

2.11 Supplying and fixing single pole blanking plate in the

existing MCB DB complete etc. as required.

Total of Distribution Boards 46575.02

Total Internal Electrical 646781.77

External Electrical Estimate

A SUB HEAD I- HT PANEL

1.1 MREE-1 33 KV HT PANEL ( 3 VCB PANEL )

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

1.0 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:

3 VCB Panel Board (Indoor Type)

Incoming (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 800A, 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 200-

100/5-5A, 15VA per phase.

Core 1: CLASS-0.5s,ISF<5

Core 2: CLASS-5P10,ISF<5

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

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

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,

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.

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

OUTGOINGS (2 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 800A, 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 100-50/5-

5A, 15VA per phase.

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

Digitally signed by Om Prakash

S. No. SOR/DSR/ DESCRIPTIONS UNIT QTY. RATE AMOUNT

vii Door switch, 2 Amp, 1 I/O

viii Local Remote (LR) Switch

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

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.

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 1.00 3016500.00 3016500.00

1.2 11 KV H.T PANEL (IN 33/11 KV ESS) (5 PANEL BOARD

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

11 KV switchgear. The 11 KV, 25kA for 3 sec 800 A, 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