Construction for Development of basic infrastructure for New Industrial Estates in Hariparigam, Pulwama, UT of JK.

Total Amount in

Providing and laying in position cement

concrete of specified grade including curing

but excluding the cost of centring and

shuttering. All work upto plinth level with:

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

stone aggregate 40 mm 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 sqm 25.23 346.70 8747.241

nominal size) and curing complete

Digitally signed by Om Prakash

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 13.79 63.00 868.77

kg of water proofing material in 50 kg of cement)

11 4.20 Applying a coat of residual petroleum bitumen of

grade VG-10 of approved quality using 1.7 kg

per square meter on damp proof courses after

cleaning the surface with brushes and finally with

a piece of cloth lightly soaked in kerosene oil.

12 4.24 Making plinth protection 50mm thick of

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

sand : 6 graded stone aggregate 20 mm

nominal size) over 75mm bed of stone

aggregate 40mm nominal size well rammed sqm 76.20 572.80 43647.36

and consolidated and grouted with fine sand

including finishing the top smooth and curing

Total of Concrete work 414388.22

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 concrete.

13.4 5.9.3 Suspended floors, roofs, landings, balconies

and access platforms.

13.5 5.9.5 Lintel, beams, plinth beams, girders,

bressumers and cantilevers.

13.6 5.9.6 Columns, pillars, piers, abutments, posts

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:- Thermo-

Mechanically Treated bars of grade Fe-500D

15 5.22A Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-

16 5.30 Add for plaster drip course/ groove in plastered

surface or moulding to R.C.C. projections. metre 168.20 62.00 10428.4

Digitally signed by Om Prakash

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 62.09 8021.10 498030.099

All works above plinth level upto floor V level cum 71.65 9412.05 674373.3825

19 5.35 Extra for providing richer mixes at all floor levels.

Note:- Excess/ less cement over the specified

cement content used is payable/ recoverable

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

grade BMC/RMC. (Note:- Cement content quintal 28.43 98.80 2808.884

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

Total of Reinforced Cement Concrete 3580840.52

6.0 BRICK WORK

Brick work with common burnt clay (non-

modular) bricks of class designation 7.5 in

foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse

21 6.4 Extra for brick work with common burnt clay

bricks/cement concrete bricks in

superstructure above plinth level upto floor cum 43.59 1455.65 63451.7835

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

23 6.16 Extra for half Brick masonry in

superstructure above plinth level upto floor V sqm 7.00 159.65 1117.55

24 6.18 Extra for providing and placing in position 2

Nos. 6mm dia. M.S. bars at every third sqm 7.00 126.55 885.85

course of half brick masonry

Total of Brick work 445947.34

8.0 MARBLE & GRANITE WORK

Digitally signed by Om Prakash

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

24.1 8.2.2.2 b)Granite of any colour or shade (Area of

slab over 0.5 sqm)

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 metre 16.70 471.65 7876.555

resin based adhesive including cleaning

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

7.40.1.1 Granite stone of any colour and shade sqm 28.80 2774.30 79899.84

Total of Marble & Granite works 137786.22

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 0.12 108897.35 13231.02803

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

9.21.1 With ISI marked M.S. pressed butt hinges bright

finished of required size with necessary sqm 12.60 3234.20 40750.92

31 9.23 Extra for providing and fixing flush doors with

decorative veneering instead of non-decorative

ISI marked flush door shutters conforming to ISI:

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 ( each 20.00 207.35 4147

1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size).

Digitally signed by Om Prakash

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 :

9.40 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.

Providing and fixing aluminum handles ISI

marked anodized (anodic coating not less than

grade AC 10 as per IS: 1868) transparent or

dyed to required colour and shade with

necessary screws etc. complete.

Total cost of Wood work 83329.82

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.

In gratings, frames, guard bar, ladder,

railings, brackets, gates and similar works.

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

Digitally signed by Om Prakash

45 10.7 Providing and fixing ball bearing for rolling

shutters. Each 4.00 531.55 2126.2

10.9 Extra for providing grilled rolling shutters

manufactured out of 8 mm dia M.S. bar instead

46 of laths as per design approved by Engineer-in- Sqm 14.00 668.95 9365.3

charge, (area of grill to be measured).

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 steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal

Total of Steel work 578517.71

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, sqm 137.68 1891.75 260456.14

polishing and curing complete with base of

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

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 sqm 15.36 2186.30 33581.568

mixed with pigment to match the shade of the

slabs, including rubbing, polishing and curing

Total of Flooring work 294037.71

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 brick

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

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.

65 13.17 6MM CEMENT PLASTER

6 mm cement plaster to ceiling of mix 1 : 3 (1 sqm 46.75 241.25 11278.4375

cement : 3 fine sand)

Total of Finishing 66433.05

16.0 ROAD WORK

2.12 Surface dressing of the ground including

removing vegetation and in-equalities not

exceeding 15 cm deep and disposal of rubbish, sqm 14145.18 24.12 341181.7416

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

2.25 Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and saplings

of girth upto 30 cm measured at a height of 1 m

above ground level and removal of rubbish upto a

distance of 50 m outside the periphery of the

Digitally signed by Om Prakash

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 Kg 1382.40 127.30 175979.52

10 cm length and drilling holes upto 10 mm

dia. etc. complete.

67 16.24 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 sqm 92.16 55.75 5137.92

cement concrete blocks 70x45x50 cm of the

same mix, provided with welded steel wire

fabric fixed between the posts fitted and

fixed with G.I. staples on wooden plugs or

tied to 6 mm bar nibs with G.I. binding wire

(cost of posts, welded steel wire fabric,

painting, earth work in excavation and

concrete to be paid for separately).

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-

16.25.1 Made of G.I. wire of dia 4 mm sqm 92.16 809.90 74640.384

Total of Road Work 773662.23

22.0 ALUMINIUM WORK

Providing and fixing aluminum work for

doors, windows, ventilators and partitions

with extruded built up standard tubular

sections/appropriate Z sections and other

sections of approved make conforming to IS:

733 and IS: 1285, fixed with dash fastener of

required dia. and size including necessary

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

bottom and sides with required EPDM rubber

/ neoprene gasket felt etc. Aluminum

sections shall be smooth, rust free, straight,

mitred and jointed mechanically wherever

required including cleat angle, Aluminum

snap beading for glazing / panelling, C.P.

brass / stainless steel screws, all complete

as per architectural drawings and the

directions of Engineer-in-Charge (glazing,

panelling and dash fasteners to be paid for

22.1.1 For fixed portion

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.)

Digitally signed by Om Prakash

22.1.2.2 Powder coated aluminum (minimum

thickness of powder coated 50 microns)

71 22.3 Providing and fixing glazing in aluminum

door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene

gasket etc. complete as per the architectural

drawings and the directions of engineerin-

charge. (Cost of aluminum snap beading

shall be paid in basic item.)

With float glass panes of 5.0 mm thickness

(weight not less than 12.50 kg / sqm)

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

22.8 Upto 5mm depth and 5mm width metre 18.81 97.15 1827.3915

74 22.18 Providing and fixing 12 mm thick frameless

toughened glass door shutter of approved

brand and manufacture, including providing

and fixing top & bottom pivot &double action

hydraulic floor spring type fixing arrangement

and making necessary holes etc. for fixing

required door fittings, all complete as per

direction of Engineer-in-charge (Door

handle, lock and stopper etc.to be paid

Total of Aluminium Work 72924.27

23.0 WATER PROOFING

75 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

a) Applying a slurry coat of neat cement using

2.75kg/sqm of cement admixed with water

proofing compound conforming to IS 2645 and

approved by Engineer-in-charge over the RCC

Slab including adjoining walls upto 300mm

height including cleaning the surface before

b) Laying brick bats with mortar using broken

bricks/ Brick Bats 25mm to 115mm size with

50% of Cement mortar 1:5 (1 Cement : 5 coarse

sand) admixed with water proofing compound

conforming to IS 2645

and approved by Engineer-in-charge over 20mm

thick layer of cement mortar of mix 1:5 (1

Cement : 5 coarse sand) admixed with water

proofing compound conforming to IS 2645 and

approved by Engineerin- charge to required

slope and treating similarly the adjoining walls

upto 300mm height including rounding of

Junctions of walls and slabs)

c) After two days of proper curing applying a

second coat of cement slurry using 2.75kg/sqm

of cement admixed with water proofing

compound conforming to IS 2645 and approved

Digitally signed by Om Prakash

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

76 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 sqm 112.75 485.10 54695.025

kg/sqm mixed with water proofing cement

compound @ 0.126 kg/sqm . This layer will

be allowed to air cure for 4 hours followed

with water curing for 48 hours. The rate

includes preparation of surface, treatment

and sealing of all joints, corners, junctions of

pipes and masonry with polymer mixed

Total of Water Proofing 241639.89

30.0 STRUTURE GLAZING

78 30.1 Providing and supplying aluminium extruded

tubular and other

aluminium sections as per the architectural

drawings and approved shop drawings , the

aluminium quality as per grade 6063 T5 or T6 as

per BS 1474,including super durable powder

coating of 60-80 microns conforming to AAMA

2604 of required colour and shade as approved kg 774.00 428.00 331272

by the Engineer-in-Charge. (The item includes

cost of material such as cleats, sleeves, screws

etc. necessary for fabrication of extruded

aluminium frame work. Nothing extra shall be

paid on this account).

The weight of aluminium extruded section shall

be taken for purpose of payment.

Digitally signed by Om Prakash

79 30.3 Providing, assembling and supplying vision glass

panels (IGUs) comprising of hermetically-sealed

6-12- 6 mm insulated glass (double glazed)

vision panel units of size and shape as required

and specified, comprising of an outer heat

strengthened float glass 6mm thick, of approved

colour and shade with reflective soft coating on

surface # 2 of approved colour and shade, an

inner Heat strengthened clear float glass 6mm

thick, spacer tube12mm wide, desiccants,

including primary seal and secondary seal

(structural silicone sealant) etc. all complete for

the required performances, as per the

Architectural drawings, as per the approved shop

drawings, as specified and as directed by the

Engineer-in- Charge. The IGUs shall be

assembled in the factory/ workshop of the glass

processor. (Payment for fixing of IGU Panels in

the curtain glazing is included in cost of item

No.30.2) For payment, only the actual area of

glass on face # 1 of the glass panels (excluding

the areas of the grooves and weather silicone

sealant) provided and fixed in position, shall

bemeasured in sqm.

(i) (i) Coloured tinted float glass 6mm thick

substrate with reflective soft coating on face # 2,

+ 12mm Airgap + 6mm Heat Strengthened clear

Glass of approved make having properties as

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

Light reflection internal 10 to 15%, light reflection

external 10 to 20 %, shading coefficient (0.25- sqm 77.40 3557.00 275311.8

0.28) and U value of 3.0 to 3.3 W/m2 degree K

etc. The properties of performance glass shall be

decided by technical sanctioning authority as per

the site requirement.

30.2 Designing, fabricating, testing, protection,

installing and fixing in position semi (grid)

unitized system of structural glazing (with open

joints) for linear as well as curvilinear portions of

the building for all heights and all levels,

(a) Structural analysis & design and preparation of

shop drawings for the specified design loads

conforming to IS 875 part III (the system must

passed the proof test at 1.5 times design wind

pressure without any failure), including functional

design of the aluminum sections for fixing

glazing panels of various thicknesses, aluminium

cleats, sleeves and splice plates etc. gaskets,

screws, toggles, nuts, bolts, clamps etc.,

structural and weather silicone sealants,

flashings, fire stop (barrier)- cum-smoke seals,

microwave cured EPDM gaskets for water

tightness, pressure equalisation & drainage and

protection against fire hazard including:

Digitally signed by Om Prakash

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

galvanised / Aluminium alloy of 6005 T5 brackets

of required sizes, sections and profiles etc. to

accommodate 3 Dimentional movement for

achieving perfect verticality and fixing structural

glazing system rigidly to the RCC/

masonry/structural steel framework of building

structure using stainless steel anchor fasteners/

bolts, nylon seperator to prevent bimetallic

contacts with nuts and washers etc. of stainless

steel grade 316, of the required capacity and in

required numbers.

(c) Providing and filling, two part pump filled,

structural silicone sealant and one part weather

silicone sealant compatible with the structural

silicone sealant of required bite size in a clean

and controlled factory / work shop environment ,

including double sided spacer tape, setting

blocks and backer rod, all of approved grade,

brand and manufacture, as per the approved

sealant design, within and all around the

perimeter for holding glass.

(d) Providing and fixing in position flashings of solid

aluminium sheet 1 mm thick and of sizes,

shapes and profiles, as required as per the site

conditions, to seal the gap between the building

structure and all its interfaces with curtain

glazing to make it water tight.

(e) Making provision for drainage of moisture/ water

that enters the curtain glazing system to make it

watertight, by incorporating principles of

pressure equalization, providing suitable gutter

profiles at bottom (if required), making necessary

holes of required sizes and of required numbers

etc. complete. This item includes cost of all

inputs of designing, abour for fabricating and

installation of aluminium grid, installation

ofglazed units, T&P, scaffolding and other

incidental charges including wastages etc.,

enabling temporary structures and services,

cranes or cradles etc. as described above and

as specified.The item includes the cost of getting

all the structural and functional design including

shop drawings checked by a structural designer,

dully approved by Engineer-in-charge

The item also includes the cost of all mock ups

at site, cost of all samples of the individual

components for testing in an approved

laboratory, field tests on the assembled working

structural glazing as specified, cleaning and

protection till the handing over of the building for

occupation. In the end, the Contractor shall

provide a water tight structural glazing having all

the performance characteristics etc. all complete

as required, as per the Architectural drawings, as

per item description, as specified, as per the

approved shop drawings and as directed by the

Engineer- in-Charge.

Digitally signed by Om Prakash

Note:- 1. The cost of providing extruded

aluminium frames, shadow boxes, extruded

aluminium section capping for fixing in the

grooves of the curtain glazing and vermin proof

stainless steel wire mesh shall be paid for

separately under relevant items under this sub-

head. However, for the purpose of payment, only

the actual area of structural glazing (including

width of grooves ) on the external face shall be

measured in sqm. up to two decimal places.

Note:- 2. The following performance test are to

be conducted on structural glazing system if area

of structural glazing exceeds 2500 Sqm from the

certified laboratories accreditated by

NABL(National Accreditation Board for Testing

and Calibration Laboratories), Department of

Science & Technologies, India. Cost of testing is

payable separately. The NIT approving authority

will decide the necessity of testing on the basis

of cost of the work, cost of the test and

importance of the work. Performance Testing of

Structural glazing system Tests to be conducted

in the NBL Certified laboratories

(1) Performance Laboratory Test for Air Leakage

Test (-50pa to - 300pa) & (+50pa to +300pa) as

per ASTM E-283-04 testing method for a range

of testing limit 1 to 200 mVhr.

(2)Static Water Penetration Test. (50pa to

1500pa) as per ASTME- 331-09 testing method

for a range up to 2000 ml.

(3)Dynamic Water Penetration (50pa to 1500pa)

as per AAMA 501.01- 05 testing method for a

range upto 2000 ml

(4) Structural Performance Deflection and

deformation by static air pressure test (1.5 times

desing wind pressure without any failure) as per

ASTME-330-10 testing method for a range upto

50 mm (5)Seismic Movement Test (upto 30 mm) sqm 77.40 3568.50 276201.9

as per AAMA 501.4-09 testing method for

Qualitative test. Tests to be conducted on site.

(6)Onsite Test for Water Leakage for a pressure

range 50 kpa to 240 kpa (35psi) upto 2000 ml

79 30.4 Extra for openable side / top hung vision glass

panels (IGUs) including providing and supplying

at site all accessories and hardwares for the

openable panels as specified and of the

approved make such as heavy duty stainless

steel friction hinges, min 4 -point cremone

locking sets with stainless steel plates, handles,

buffers etc. including necessary stainless steel

screws/ fasteners, nuts, bolts, washers etc. all

complete as per the Architectural drawings, as

per the approved shop drawings, as specified

and as directed by the Engineer -in- Charge.

Total of structure glazing 936451.76

MISCELLANEOUS ITEMS

Digitally signed by Om Prakash

81 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

• Base Frame: Cast Iron

MRC-1 • Temperature Range: -20°C~+60°C each 4.00 115345.00 461380.00

• Humidity Range: ≤90%

• Ingress Protection: IP54IP44

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

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

• Net Weight without Boom: 51KG

• Gross Weight without Boom: 56KG

Total of NS Items 461380.00

Chain Link Fencing Work

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 500.40 187.30 93724.92

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 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

4.0 4.17 Providing and laying damp-proof Course 40 mm

thick with cement concrete 1:2:4 (1 cement:2

coarse sand: 4 graded stone aggregate 20 mm sqm 417.00 346.70 144573.90

nominal size) and curing complete

5.0 4.19 Providing and mixing water proofing material in

cement concrete work in doses by weight of

cement as per manufacturer’s specification. (1 kg 133.44 63.00 8406.72

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 brushes and finally with

a piece of cloth lightly soaked in kerosene oil.

7.0 13.7 12 mm cement plaster finished with a floating

coat of neat cement of mix :

Digitally signed by Om Prakash

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 kg 15774.1 127.30 2008039.75

length and drilling holes upto 10 mm dia. etc.

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 2085.00 809.90 1688641.50

10.0 1.1.5 Carriage of material by mechanical for extra 5

Km of Sand, stone aggregate below 40 mm cum 913.02 200.74 183279.94

TOTAL COST OF CHAIN LINK FENCING 9330456.58

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 layer by ramming

and watering, lead up to 50 m and lift upto 1.5 m.

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

thereof in excavation / banking excavated or

stacked materials.

All kinds of soil (depth 3.00- 4.50) cum 372.85 179.50 66926.13

Total cost of Earth work 346699.07

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:

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

stone aggregate 40 mm nominal size)

Total cost of Concrete work 232613.85

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 concrete.

3.1.2 5.9.2 Walls (any thickness) including attached

pilasters, buttresses, plinth and string sqm 187.53 628.95 117946.99

3.1.3 5.9.3 Suspended floors, roofs, landings, balconies

and access platforms.

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:- Thermo-

Mechanically Treated bars of grade Fe-500D

Digitally signed by Om Prakash

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 121.80 2156.30 262637.34

Total cost of Finishing 506964.65

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 Each 88.00 483.60 42556.80

standard drawing and suitable to with stand

the bend test and chemical resistance test

as per specifications and having

manufacture's permanent identification mark

to be visible even after fixing, including fixing

in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 20 mm

nominal size) complete as per design.

6.2 20.14 Supplying and fixing C.I. cover without frame

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

the weight of the cover to be not less than Each 4.00 6912.25 27649.00

6.3 18.35 Providing and fixing soil, waste and vent

18.35.1.2 Centrifugally cast (spun) iron S&S pipe as

TOTAL OF MISCELLANEOUS WORK 72333.70

Digitally signed by Om Prakash

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 332.02 8021.10 2663142.76

Total of Reinforced Cement Concrete 7033765.73

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.

In gratings, frames, guard bar, ladder,

railings, brackets, gates and similar works.

Total Cost of Steel work 27603.20

5.1 13.1 12 mm cement plaster mix :

5.2 13.19 Neat cement punning. sqm 393.25 71.20 27999.40

5.3 23.1 Providing and laying integral cement based

treatment for water proofing on horizontal

surface at all depth below ground level for

underground structures as directed by

Engineer-in-Charge and consisting of :

i) 1st layer of 22 mm to 25 mm thick

approved and specified rough stone slab

over a 25 mm thick base of cement mortar

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

water proofing compound conforming to

IS:2645 in the recommended proportion over

the levelling course (levelling course to be

paid separately). Joints sealed and grouted

cement slurry mixed with water proofing

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 65.98 1692.10 111644.76

Digitally signed by Om Prakash

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

16.82.2 With material conforming to Grade-II (size range

16.82.3 With material conforming to Grade-III (size range

16.83 Providing, laying, spreading and compacting

graded stone aggregate (size range 53 mm to

0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material

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

uniform layers with mechanical paverfinisher in

sub- base / base 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 Cum 1106.33 8596.8 9510897.74

Plant of 100-120 TPH capacity.

4 16.64 Bituminous Concrete

Providing and laying semi- dense Bituminous

concrete using crushed stone aggregates of

specified grading, premixed with bituminous

binder and filler, transporting the hot mix to work

site by tippers, laying with paver finisher equipped

with electronic sensor to the required grade, level

and alignment and rolling with smooth wheeled,

vibratory and tandem rollers to achieve the

desired compaction and density as per

specification, complete and as per directions of

Engineer-in-Charge.

Digitally signed by Om Prakash

16.64.1A 25 mm compacted thickness with bitumen of

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

(percentage by weight of Aggregate) prepared in

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

16.38 Providing and applying tack coat using hot

straight run bitumen of grade – VG-10, including

heating the bitumen, spraying the bitumen with

5 mechanically operated spray unit fitted on

bitumen boiler, cleaning and preparing the

existing road surface as per specifications.

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) 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 16.56 Painting road surface marking with adequate no.

of coats to give uniform finish with read mixed

road marking paint conforming to IS: 164, on

bituminous surface in white/yellow shade

including cleaning the surface of all dirt, scales,

oil, grease and foreign material etc. complete.

16.56.1 New work (Two or more coats) sqm 14751.00 226.6 3342576.60

8 16.70 Providing, laying and making kerb channel 30cm

wide and 50mm thick of cement concrete 1:3:6

(1 cement : 3 coarse sand : 6 graded stone

aggregate 20mm nominal size) over 75mm bed

of dry brick ballast 40mm nominal size well

rammed and consolidated and grouted with fine

sand including finishing the top smooth etc.

complete as per direction of Engineer-incharge.

9 16.4 Supplying and stacking at site

16.4.2 Over burnt Brick Aggregate of size

10 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)

11 6.1 Brick work with common burnt clay (non-

modular) bricks of class designation 7.5 in

foundation and plinth including curing in :

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

Digitally signed by Om Prakash

12 16.67 Manufacturing supplying and fixing retro

reflective overhead signage boards made up of

2mm thick aluminum sheet, face to be fully

covered with high intensity and encapsulated

lens type heat activated retro reflective sheeting

conforming to type-III of ASTM-D-4956-01 as

approved by Engineer-in-charge; letters, borders

etc. as per IRC : 67-2001 in silver white with blue

colour background and with high intensity grade,

pasted on substrate by pressure sensitive

adhesive backing which shall be activated by

applying pressure conforming to class -II of

ASTM-D-4956- 01 and fixing the same to the

plate of structural frame work by means of

suitable sized aluminum alloys, rivets or bolts

and nuts @ 300mm c/c all along the periphery as

well as in two vertical rows along with theft

resistant measures including the cost of painting

with two or more coats of epoxy paint in grey

colour on the ack side of aluminum sheet

including appropriate priming coat. The rate

includes the cost of rounding off the corners,

lowering down the structural frame work from the

gantry, fixing and erecting the same in position

all complete as per drawing, specification and

direction of Engineer-in-charge (Structural frame

work including M.S. plate to be provided

separately. Rectangular area of the sheet only

shall be measured for payment).

16.67.1 Overhead informatory road signage. sqm 3.60 6016.65 21659.94

13 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

intensity encapsulated lens type retro-reflective

sheeting as approved by Engineer-in-charge.

Letter, symbols, borders, etc. will be as per

with required colour scheme on the boards and

with the high intensity grade A. the aluminum

sheet to be riveted to M.S. frame of angle iron of

size 40x40x4mm. The boards will be fixed to 1

No. 50x50mm square post made of M.S. angle

50x50x4mm, 4m long welded to the frame with

adequate anti-theft arrangement. Sheet work to

be painted with two or more coats of synthetic

enamel paint over an under coat (primer) and

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.

14 16.79 Providing and laying C.C. pavement of mix M-25

with ready mixed concrete from batching plant.

The ready mixed concrete shall be laid and

finished with screed board vibrator, vacuum

dewatering process and finally finished by

floating, brooming with wire brush etc. complete

as per specifications and directions of Engineer-

in-charge. (The panel shuttering work shall be

paid for separately).

Note: Cement content considered in this item is

303 kg/ cum Excess/less cement used as per

design mix is payable/recoverable separately

Digitally signed by Om Prakash

15 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

4.8.1 1:1½:3 (1 cement :1½ coarse sand :3 graded

stone aggregate 20 mm nominal size) cum 34.06 8700.55 296362.48

16 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

18 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. complete.

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

TOTAL OF ROAD WORK 52876308.38

APPROOACH ROAD WORK

16.2 Consolidation of subgrade with power road roller

of 8 to 12 tonne capacity including making good

1 the undulations etc. with earth or quarry spoils sqm 800.80 2.80 2242.24

etc. and rerolling the subgrade.

2 16.4 Supplying and stacking at site

Construction of granular sub-base by providing

close graded Material conforming to

specifications, mixing in a mechanical mix plant

at OMC, carriage of mixed material by tippers to

work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor

grader on prepared surface and compacting with

vibratory power roller to achieve the desired

density, complete as per specifications and

directions of Engineer-in-Charge.

16.82.1 With material conforming to Grade-I (size range

3.1 75 mm to 0.075 mm) having CBR Value-30 Cum 57.20 1880.3 107553.16

16.82.2 With material conforming to Grade-II (size range

3.2 53 mm to 0.075 mm ) having CBR Value-25 Cum 57.20 1883.5 107736.20

16.82.3 With material conforming to Grade-III (size range

16.83 Providing, laying, spreading and compacting

graded stone aggregate (size range 53 mm to

0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material

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

4 uniform layers with mechanical paverfinisher in Cum 143.00 1885.95 269690.85

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.

5 16.63 Dense Graded Bituminous Macadam

Digitally signed by Om Prakash

16.63.1 Providing and laying bituminous macadam using

crushed stone aggregates of specified grading

premixed with bituminous binder, transported to

site by tippers, laid over a previously prepared

surface with paver finisher equipped with

electronic sensor to the required grade, level and

alignment and rolling with smooth wheeled,

vibratory and tandem rollers as per specifications

to achieve the desired compaction and density,

complete as per specifications and directions of

Engineer-in-Charge.

16.63.1A 50 to 100 mm average compacted thickness with

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

weight of total mix) prepared Batch Type Hot Mix Cum 42.90 8596.8 368802.72

Plant of 100-120 TPH capacity.

6 16.64 Bituminous Concrete

Providing and laying semi- dense Bituminous

concrete using crushed stone aggregates of

specified grading, premixed with bituminous

binder and filler, transporting the hot mix to work

site by tippers, laying with paver finisher equipped

with electronic sensor to the required grade, level

and alignment and rolling with smooth wheeled,

vibratory and tandem rollers to achieve the

desired compaction and density as per

specification, complete and as per directions of

Engineer-in-Charge.

16.64.1A 25 mm compacted thickness with bitumen of

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

(percentage by weight of Aggregate) prepared in

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

16.38 Providing and applying tack coat using hot

straight run bitumen of grade – VG-10, including

heating the bitumen, spraying the bitumen with

7 mechanically operated spray unit fitted on

bitumen boiler, cleaning and preparing the

existing road surface as per specifications.

8 16.56 Painting road surface marking with adequate no.

of coats to give uniform finish with read mixed

road marking paint conforming to IS: 164, on

bituminous surface in white/yellow shade

including cleaning the surface of all dirt, scales,

oil, grease and foreign material etc. complete.

16.56.1 New work (Two or more coats) sqm 572.00 226.6 129615.20

Total of approach road 1339843.36

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

Digitally signed by Om Prakash

4.4.7 1:4:8 (1 Cement : 4 coarse sand (zone-III)

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural 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)

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

5.2 5.9.2 Walls (any thickness) including attached

pilasters, butteresses, plinth and string courses sqm 7463.78 628.95 4694345.44

5.3 5.9.3 Suspended floors, roofs, landings, balconies

and access platforms.

6.0 5.22 Steel reinforcement for R.C.C. work ncluding

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe-

7.0 13.7 12 mm cement plaster finished with a floating

coat of neat cement of mix :

TOTAL COST OF INT. OPEN DRAINAGE 27695743.83

EXTERNAL OPEN DRAIN WORK

1.0 4.4 Providing and laying in position cement concrete

of specified grade excluding the cost of centering

and shttering - All work up to plinth level

4.4.7 1:4:8 (1 Cement : 4 coarse sand (zone-III)

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural 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

4.2 5.9.2 Walls (any thickness) including attached

pilasters, butteresses, plinth and string courses sqm 1841.40 628.95 1158148.53

5.0 5.22 Steel reinforcement for R.C.C. work ncluding

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe-

TOTAL COST OF EXT. OPEN DRAINAGE 13312940.77

EARTH WORK (FOR ETP Work)

Digitally signed by Om Prakash

1.1 2.7 Earth work in excavation by mechanical

means (Hydraulic excavator) / manual

means over areas (exceeding 30cm in depth.

1.5 m in width as well as 10 sqm on plan)

including disposal of excavated earth, lead

upto 50m and lift upto 1.5m, disposed earth

to be levelled and neatly dressed.

1.2 2.11 Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by cum 272.16 218.40 59439.74

ramming and watering, lead up to 50 m and

lift upto 1.5 m.

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

thereof in excavation / banking excavated or

stacked materials.

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

Total cost of Earth work 145446.53

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:

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

stone aggregate 40 mm nominal size)

Total cost of Concrete work 229135.72

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 concrete.

3.1.2 5.9.2 Walls (any thickness) including attached

pilasters, buttresses, plinth and string sqm 122.88 628.95 77285.38

3.1.3 5.9.3 Suspended floors, roofs, landings, balconies

and access platforms.

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:- Thermo-

Mechanically Treated bars of grade Fe-500D

Digitally signed by Om Prakash

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 324.18 8021.10 2600288.22

Total of Reinforced Cement Concrete 7495382.03

4.0 BRICK WORK

Brick work with common burnt clay (non-

modular) bricks of class designation 7.5 in

foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse

4.2 6.4 Extra for brick work with common burnt clay

bricks/cement concrete bricks in

superstructure above plinth level upto floor

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

4.4 6.16 Extra for half Brick masonry in

superstructure above plinth level upto floor V sqm 5.00 159.65 798.25

4.5 6.18 Extra for providing and placing in position 2

Nos. 6mm dia. M.S. bars at every third sqm 5.00 126.55 632.75

course of half brick masonry

Total 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

9.21.1 With ISI marked M.S. pressed butt hinges bright

finished of required size with necessary sqm 9.45 3234.20 30563.19

Digitally signed by Om Prakash

5.3 9.23 Extra for providing and fixing flush doors with

decorative veneering instead of non-decorative

ISI marked flush door shutters conforming to ISI:

5.4 9.27 Extra for cutting rebate in flush door shutters

(Total area of the shutter to be measured).

5.5 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 ( each 24.00 207.35 4976.40

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 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.

Total 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.

In gratings, frames, guard bar, ladder,

railings, brackets, gates and similar works.

Total of Steel work 138016.00

7.1 13.1 12 mm cement plaster mix :

7.2 13.19 Neat cement punning. sqm 544.24 71.20 38749.89

Digitally signed by Om Prakash

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

6.3.2 23.19.2 For horizontal surface one coat @1.10 kg

Total of Finishing 458202.43

8.0 MISCELLANEOUS WORK

8.1 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 Each 540.00 483.60 261144.00

standard drawing and suitable to with stand

the bend test and chemical resistance test

as per specifications and having

manufacture's permanent identification mark

to be visible even after fixing, including fixing

in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 20 mm

nominal size) complete as per design.

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

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

the weight of the Each 20.00 6912.25 138245.00

cover to be not less than 108 kg

8.3 18.35 Providing and fixing soil, waste and vent

Digitally signed by Om Prakash

18.35.1.2 Centrifugally cast (spun) iron S&S pipe as

Brick work with common burnt clay (non-

modular) bricks of class designation 7.5 in

foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse

8.5 6.4 Extra for brick work with common burnt clay

bricks/cement concrete bricks in

superstructure above plinth level upto floor

Total of Miscellaneous works 1348653.25

Supplying Installation And commissioning of

Equipmqnts for Common Effluent Treatment

Plant of 200 m3/day.

The main source of effluent is wastewater

resulting from toilets, kitchens, pantries, water

washroom and Factory, restrict to mentioned

blow inlet Parameter. The scope of work

includes detail design, drawing, erection,

commissioning as per Physico-chemical,

Biological (SBR) including tertiary treatment type

Common Effluent Treatment Plant complete with

necessary equipment, interconnecting piping

Total amount of CETP (E&M) 20897800.00

Total amount of CETP (E&M) 20897800.00

Earth work in bulk excavation by mechanical

means (hydraulic excavator) over areas

(exceeding 30 cm in depth, 1.5 m in

width as well as 10 m2 on plan)

including disposal of excavated earth lead

upto 50 meters and lift upto 1.5 m, as

directed by Engineer-in-Charge.

2.7.1 a) All kinds of soil cum 26.55 187.30 4972.82

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

thereof in excavation/banking excavated or

stacked material :

Filling available excavated earth

(excluding rock) in trenches, plinth,

sides of foundations etc. in layers not

exceeding 20 cm in depth, consolidating

each deposited layer by ramming and

watering, lead upto 50 m and lift upto 1.5 m.

Total of Earth work 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:

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 sqm 3.00 346.70 1040.10

nominal size) and curing complete

Digitally signed by Om Prakash

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 0.96 63.00 60.48

kg of water proofing material in 50 kg of cement)

7 4.20 Applying a coat of residual petroleum bitumen of

grade VG-10 of approved quality using 1.7 kg

per square meter on damp proof courses after

cleaning the surface with brushes and finally with

a piece of cloth lightly soaked in kerosene oil.

Total of Concrete work 9506.56

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 concrete.

8.3 5.9.5 Lintel, beams, plinth beams, girders,

bressumers and cantilevers.

8.4 5.9.6 Columns, pillars, piers, abutments, posts

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:- Thermo-

Mechanically Treated bars of grade Fe-500D

10 5.34 Providing and laying in position machine

batched and machine mixed design mix M-

25 grade cement concrete for reinforced

cement concrete work, using cement content

as per approved design mix, including

pumping of concrete to site of laying but

excluding the cost of centering, shuttering,

finishing and reinforcement, including

admixtures in recommended proportions as

per IS: 9103 to accelerate, retard setting of

concrete, improve workability without

impairing strength and durability as per

direction of Engineer-incharge. Note: -

Cement in this item is @ 330 kg/ cum.

Excess or less cement used as per

design mix is content considered payable

or recoverable separately.

10.1 5.34.1 All works upto plinth level cum 4.93 8021.10 39544.02

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

11 5.35 Extra for providing richer mixes at all floor levels.

Note:- Excess/ less cement over the specified

cement content used is payable/ recoverable

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

grade BMC/RMC. (Note:- Cement content

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

Total of Reinforced Cement Concrete 146271.55

6.0 BRICK WORK

Brick work with common burnt clay (non-

modular) bricks of class designation 7.5 in

foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse

Total of Brick work 39150.68

10.0 STEEL WORK

Digitally signed by Om Prakash

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.

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

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 sqm 43.20 411.05 17757.36

layer 6mm thick cement plaster 1 : 6 (1

cement : 6 fine sand)

16 13.54 Finishing walls with textured exterior paint of

required shade on New work (two or more coats

applied @ 3.28 liter/10sqm) over and including sqm 86.40 268.45 23194.08

base coat of exterior primer applied @

17 13.70 Painting with synthetic enamel paint of approved

brand and manufacture to give an even shade.

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

18 13.88 Providing and applying white cement based putty

of specified thickness, of approved brand and

manufacturer, over the plastered wall surface to

prepare the surface even and smooth complete.

Total Amount of Finishing Work 70443.41

Total Amount of Finishing Work 70443.41

Rain Water Harvesting

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 m on plan)

including disposal of excavated earth lead

upto 50 meters and lift upto 1.5 m, as

directed by Engineer-in-Charge.

2.7.1 a) All kinds of soil cum 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 deposited layer by ramming and

watering, lead upto 50 m and lift upto 1.5 m.

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

thereof in excavation/banking excavated or

stacked material :

Total cost of Earth work 98991.6

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:

Digitally signed by Om Prakash

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

stone aggregate 40 mm nominal size)

Total cost of Concrete work 5202.90

3.0 REINFORCED CEMENT CONCRETE

3.1 5.34 Providing and laying in position machine

batched and machine mixed design mix M-

25 grade cement concrete for reinforced

cement concrete work, using cement content

as per approved design mix, including

pumping of concrete to site of laying but

excluding the cost of centering, shuttering,

finishing and reinforcement, including

admixtures in recommended proportions as

per IS: 9103 to accelerate, retard setting of

concrete, improve workability without

impairing strength and durability as per

direction of Engineer-incharge. Note: -

Cement in this item is @ 330 kg/ cum.

Excess or less cement used as per

design mix is content considered payable

or recoverable separately.

5.34.1 All works upto plinth level cum 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 platforms.

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:- Thermo-

Mechanically Treated bars of grade Fe-500D

Total of Reinforced Cement Concrete 89053.91

4.0 BRICK WORK

Brick work with common burnt clay (non-

modular) bricks of class designation 7.5 in

foundation and plinth including curing in :

6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse

Total cost of Brick work 286343.49

5.0 MISCELLANEOUS WORK

Digitally signed by Om Prakash

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

5.1 20.12 projections on tail length on 138 mm as per Each 33.00 483.60 15958.80

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.

Providing and fixing in position precast

5.2 20.15 R.C.C. manhole 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

Total of Miscellaneous works (RWH) 19313.00

Road Side Greenary

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

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 each 300.00 6169.85 1850955.00

welded to the tree guard near the middle

height and lettered CPWD/PWD/any other

approved name The tree guard shall be

suitably fixed to the ground by embedding

four legs of the tree guard in pits of suitable

dia. and to a depth of 25 cm, refilling the pits

with soil and ramming, complete in all

respect as per satisfaction on direction of

Officer-in-charge.

Digitally signed by Om Prakash

TOTAL COST OF SCHEDULE ITEMS FOR ROAD

3.0 MRC-3 Cost of saplings of different species. each 300.00 400.00 120000.00

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 tank)

TOTAL COST OF NS ITEMS FOR ROAD

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 sqm 42279.00 2.80 118381.20

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, cum 42279.00 53.55 2264040.45

dump manure or/and good earth to be paid

EARTH FILLING SUMMARY 14275504.35

sub TOTAL OF CIVIL WORK 169938894.68

A) SANITARY INSTALLATION

Providing and fixing white vitreous china

pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level

white P.V.C. flushing cistern, including flush

1 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

Providing and fixing wash basin with C.I.

brackets, 15mm C.P. brass pillar taps, 32

mm C.P. brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls wherever

White Vitreous China Wash basin size

18.7.1 630x450 mm with a pair of 15 mm C.P. brass each 1 4172.40 4172.4

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

with flexible tube upto 1 metre long with S.S.

4 18.17A triangular plate to European type W.C. of each 1 412.10 412.1

quality and make as approved by Engineer -

Providing and fixing CP Brass 32mm size

Bottle Trap of approved quality & make and

as per the direction of Engineer-in-charge.

Providing and fixing in position 25 mm

6 18.30 diameter mosquito proof coupling of each 2 51.60 103.2

approved municipal design.

Digitally signed by Om Prakash

Providing, Fixing,testing and commissioning

of 15 mm dia CP brass two way bib cock

with flow 6 LPM (Litre per Minute) at 3.1 bar

7 MRP-14 or 45 psi test pressure with C.P. wall flange each 1 1216.00 1216

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 thick hard board

ground fixed to wooden cleats with C.P.

brass screws and washers complete.

Providing and fixing brass bib cock of

approved quality :

19.9.1 15 mm nominal bore Each 2 334.70 669.4

Providing and fixing brass stop cock of

approved quality

19.10.1 15mm nominal bore Each 1 334.70 334.7

11 18.34 Providing and fixing toilet paper holder

18.34.1 C.P. brass

Providing, jointing, testing and fixing UPVC each 1 1011.75 1011.75

Soil, Waste & Vent system Class B

conforming 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

Digitally signed by Om Prakash

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, 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

(I) 40 mm dia 6 kg/cm2 (Class III ) meter 8 537.1 4296.8

(II) 50 mm dia 6 kg/cm2 (Class III ) meter 8 663.6 5308.8

Providing and filling the joints with spun yarn

cement slurry and cement mortar 1:2 (1

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

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

14 18.59 for sand cast iron/ centrifugally cast (spun)

iron pipes of diameter :

Providing and fixing UPVC/SWR trap (P

trap) of self cleaning design as per IS:13592

: 1992 complete including cost of cutting and

making good the cutouts in walls and floors

15 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 2 500.2 1000.4

Providing and fixing floor drain made out of

110x63 mm OD uPVC. elbow connected to

uPVC pipe complete as per direction of

16 MRP-18 Project Manager as approved by architect each 2 115.2 230.4

and complete in all respect as approved by

architect and complete in all respect.

Digitally signed by Om Prakash

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

17 MRP-19 support through galvanized steel support each 1 361.7 361.7

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

including cutting and making good the walls

and floors wherever required as approved by

architect and complete in all respect..

Providing and fixing Heavy Class SS grating

of approved design including setting in floor

with cement motor to match with floor finish

18 MRP-20 as per architect requirement suitable for each 5 525.8 2629

waster and FT, UT & FD as approved by

architect and complete in all respect..

Providing and fixing cleaning eye 110mm dia

on horizontal UPVC soil & waste pipes of

300 mm long UPVC pipe with one plain end

lead caulked in to the collar of UPVC pipe

and the other end with flange which in

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

100 mm inlet and 100 mm outlet each 1 275.6 275.6

Providing and fixing P.V.C. WC connector

(straight or bend type) with rubber lip ring.

Including 110 mm dia PVC pipe / bend of

20 MRP-22 required length and proper connection with each 1 230 230

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

approved by architect and complete in all

Providing and fixing PTMT liquid soap

container 109 mm wide, 125 mm high and

112 mm distance from wall of standard

21 18.71 shape with brackets of the same materials Each 1 287.50 287.5

with snap fittings of approved quality and

colour, weighing not less than 105 gms.

Providing and fixing PTMT towel ring

trapezoidal shape 215 mm long, 200 mm

wide with a minimum distance of 37 mm from

wall face with concealed fittings

arrangements of approved quality and

colour, weighing not less than 88 gms.

Providing and fixing white vitreous china

battery based infrared sensor

operated urinal of approx. size 610 x 390 x

370 mm having pre & post flushing with

water (250 ml & 500 ml consumption),

having water inlet from back side, including

fixing to wall with suitable brackets all as per

manufacturers specification and direction of

Engineer-in-charge.

Digitally signed by Om Prakash

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,

24 12.32 finished with 12 mm cement plaster 1:3 (1 Each 1 262.90 262.9

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 90477.35

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

19.3.1 fixing the pipe with clamps at 1.00 meter

19.3.1.2 20mm nominal outer dia pipes. Metre 1 320.70 320.7

19.3.1.3 25mm nominal outer dia pipes. Metre 17 402.45 6841.65

19.3.1.4 32mm nominal outer dia pipes. Metre 7 492.70 3448.9

19.3.1.5 40mm nominal outer dia pipes. Metre 6 663.00 3978

19.3.1.6 50mm nominal outer dia pipes. Metre 11 915.20 10067.2

Internal work Concealed fixing the pipe with

clamps at 1.00 meter spacing including

cutting chases and making good the wall etc.

19.3.2.1 15mm nominal outer dia pipes. Metre 11 419.75 4617.25

19.3.2.2 20mm nominal outer dia pipes. Metre 11 492.35 5415.85

19.3.2.3 25mm nominal outer dia pipes. Metre 7 602.40 4216.8

Providing and fixing G.I. pipes complete with

27 19.6 G.I. fittings excluding trenching and refilling

etc. (external work) B type

19.6.3 25 mm dia. nominal bore Metre 80 339.25 27140

19.6.4 32 mm dia. nominal bore Metre 80 411.30 32904

19.6.5 40 mm dia. nominal bore Metre 40 489.25 19570

19.6.6 50 mm dia. nominal bore Metre 90 805.70 72513

19.6.7 65 mm dia. nominal bore Metre 1525 1018.05 1552526.25

19.6.8 80 mm dia. nominal bore Metre 2108 1151.20 2426729.6

19.6.9 100 mm dia. nominal bore Metre 44 1434.00 63096

19.6.10 150 mm dia. nominal bore Metre 28 2256.90 63193.2

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 80 730.25 58420

19.7.2 50 to 80 mm nominal bore each 120 1387.25 166470

Providing and fixing gun metal gate valve

29 19.11 with C.I. wheel of approved quality (screwed

19.11.1 25 mm nominal bore each 15 691.70 10375.5

19.11.2 32 mm nominal bore each 141 750.00 105750

19.11.4 50 mm nominal bore each 10 986.15 9861.5

19.11.5 65 mm nominal bore each 1 1646.05 1646.05

Digitally signed by Om Prakash

19.11.6 80 mm nominal bore each 6 2605.15 15630.9

Providing and fixing ball valve (brass) of

30 19.12 approved quality, High or low pressure, with

plastic floats complete

19.12.3 25 mm nominal bore each 4 569.45 2277.8

Providing and fixing gun metal non-return

31 19.13 valve of approved quality (screwed end) -

19.13.6 80 mm nominal bore each 4 3479.55 13918.2

Providing and fixing brass ferrule with C.I.

32 19.14 mouth cover including boring and tapping the

19.14.3 25 mm nominal bore each 20 527.90 10558

Providing and fixing uplasticized PVC

connection pipe with brass unions

19.15.1 30 cm length

19.15.1.1 15 mm nominal bore each 3 107.75 323.25

Providing and fixing C.I. sluice valves (with

cap) complete with bolts, nuts, rubber

insertions etc. (the tail pieces if required will

be paid separately).

Constructing masonry Chamber 30x30x50

cm inside, in brick work in

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

for stop cock, with C.I. surface box

100x100x75 mm (inside) with hinged cover

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

cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size ) including

35 19.26 necessary excavation, foundation concrete

1:5:10 (1 cement :5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick,

finished with a floating coat of neat cement

complete as per standard design.

With common burnt clay (non modular)

bricks of class designation 7.5

Constructing masonry Chamber of specified

size, in brick work with common burnt clay

(non modular) bricks of class designation 7.5

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

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

cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size ) including

36 19.27 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.

Digitally signed by Om Prakash

For sluice valve, with C.I. surface box 100

mm top diameter, 160 mm bottom diameter

and 180 mm deep (inside) with chained lid.

Painting G.I. Pipes and fittings with two coats

37 19.30 of anti-corrosive bitumastic paint of approved

19.30.3 25 mm dia. nominal bore Metre 80 15.65 1252

19.30.4 32 mm dia. nominal bore Metre 80 18.75 1500

19.30.5 40 mm dia. nominal bore Metre 40 21.30 852

19.30.6 50 mm dia. nominal bore Metre 90 25.55 2299.5

19.30.7 65 mm dia. nominal bore Metre 1525 31.60 48190

19.30.8 80 mm dia. nominal bore Metre 2108 36.65 77258.2

Providing and filling sand of coarser grade

38 19.31 around the G.I. pipes in external work.

19.31.3 25 mm dia. nominal bore Metre 80 90.70 7256

19.31.4 32 mm dia. nominal bore Metre 80 93.10 7448

19.31.5 40 mm dia. nominal bore Metre 40 94.25 3770

19.31.6 50 mm dia. nominal bore Metre 90 97.80 8802

19.31.7 65 mm dia. nominal bore Metre 1525 154.35 235383.75

19.31.8 80 mm dia. nominal bore Metre 2108 159.05 335277.4

19.31.9 100 mm dia. nominal bore Metre 44 168.50 7414

19.31.10 150 mm dia. nominal bore Metre 28 250.95 7026.6

Providing and placing on terrace (at all floor

levels) polyethylene water

storage tank ISI : 12701 marked, with cover per liter

39 19.38 and suitable locking arrangement and capacit 1000 8.75 8750

making necessary holes for inlet, outlet and y

overflow pipes but without fittings and the

base support for tank

Providing and fixing 15 mm nominal bore

C.P. brass angle valve for basin mixer and

geyser points of approved make conforming

Providing and fixing C.I. double acting air

valve of approved quality with bolts, nuts,

41 19.50 rubber insertions etc. complete (The tail

pieces, tapers etc. if required will be paid

Providing and fixing enclosed type water

meter (bulk type) conforming to IS : 2373

and tested by Municipal Board complete with

bolts, nuts, rubber insertions etc. (The tail

pieces if required will be paid separately)

19.51.1 80 mm dia. nominal bore each 1 3632.70 3632.7

19.51.2 100 mm dia. nominal bore each 2 5367.30 10734.6

19.51.3 150 mm dia. nominal bore each 2 7829.00 15658

Earth work in surface excavation not

exceeding 30 cm in depth but exceeding 1.5

m in width as well as10 sqm on plan

43 2.1 including disposal of excavated earth, sqm 3995 91.75 366541.25

leadupto50meterand lift upto 1.5m, as

directed by Engineer-in-Charge.

All kinds of soil :

Total Cost of WATER SUPPLY 6189569

Digitally signed by Om Prakash

Earth work in bulk excavation by mechanical

means (hydraulic excavator) over areas

(exceeding 30 cm in depth, 1.5 m in width as

44 2.7 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-

Providing and laying non-pressure NP2 class

(light duty) R.C.C. pipes with collars jointed

with stiff mixture of cement mortar in the

proportion of 1:2 (1 cement: 2 fine sand)

including testing of joints etc. complete

Providing and laying cement concrete 1:5:10

(1 cement: 5 coarse sand: 10 graded stone

46 20.2 aggregate 40 mm nominal size) including

bed concrete as per standard design.

20.2.2 Up to Haunches of SW Pipe

20.2.2.2 150 mm diameter S.W. pipe Metre 25 550.20 13755

20.2.2.5 250 mm diameter S.W. pipe Metre 1920 752.95 1445664

Providing and fixing square-mouth S.W.

gully trap class SP-1 complete with C.I.

grating brick masonry chamber with water

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

size (inside) the weight of cover to be not

less than 4.50 kg and frame to be not less

than 2.70 kg as per standard design :

20.3.2 150 x 100 mm size P type.

With common burnt clay F.P.S. (non

modular) bricks of class designation 7.5

Constructing brick masonry manhole in

cement mortar 1:4 ( 1 cement : 4 coarse

sand ) with R.C.C. top slab with 1:1.5:3 mix

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

graded stone aggregate 20 mm nominal

size), foundation concrete 1:4:8 mix (1

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

stone aggregate 40 mm nominal size),inside

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

With common burnt clay F.P.S. (non

modular) bricks of class designation 7.5

49 Extra for depth for manholes

Digitally signed by Om Prakash

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

50 floating coat of neat cement, foundation

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

: 6 graded stone aggregate 40 mm nominal

size), and making necessary channel in

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

sand : 4 graded stone aggregate 20 mm

nominal size) finished with a floating coat of

neat cement, all complete as per standard

0.91 m deep with S.F.R.C. cover and frame

(heavy duty, HD-20 grade designation) 560

mm internal diameter conforming to I.S.

12592, total weight of cover and frame to be

not less than 182 kg., fixed in cement

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

graded stone aggregate 20 mm nominal

size) including centering, shuttering all

complete.(Excavation, foot rests and 12 mm

thick cement plaster at the external surface

shall be paid for separately) :

With common burnt clay F.P.S. (non

modular) bricks of class designation 7.5

Constructing brick masonry circular manhole

1.22 m internal dia at bottom and 0.56 m dia

at top in cement mortar 1:4 (1 cement : 4

coarse sand) inside cement plaster 12 mm

thick with cement mortar 1:3 (1 cement :3

coarse sand) finished with a floating coat of

neat cement foundation concrete 1:3:6 (1

51 cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size) and making

necessary channel in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) finished with

a floating coat of neat cement, all complete

as per standard design :

1.68 m deep with SFRC Cover and frame

(heavy duty HD- 20 grade designation) 560

mm internal diameter conforming to I.S.

12592, total weight of cover and frame to be

not less than 182 kg. fixed in cement

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

graded stone aggregate 20 mm nominal

size) including centering, shuttering all

complete. (Excavation, foot rests and 12 mm

thick cement plaster at the external surface

shall be paid for separately) :

With common burnt clay F.P.S. (non

modular) bricks of class designation 7.5

Digitally signed by Om Prakash

52 Extra depth for circular type manholes

Manhole 0.91m internal dia (at bottom)

beyond 0.91 m to 1.67 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

53 20.12 projections on tail length on 138 mm as per Each 280 483.60 135408

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.

Constructing brick masonry road gully

chamber of specified size with common burnt

clay(non modular) bricks of class designation

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

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

horizontal grating with frame complete as per

standard design:

Chamber size 50x45x60 cm including

20.23.1 precast R.C.C grating with frame 500x450 Each 2 5679.60 11359.2

mm horizontal grating.

Total Caost of Sewerage 5671452.74

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

55 log, Including hire & running charges of all

equipments, tools , plants & machineries

required for the job, all complete as per

direction of engineer-in- charge , upto 90

metre depth below ground level.

28.1.2 Rocky strata including Boulders

Boring/drilling bore well of required dia for

casing / strainer pipe, by suitable method

prescribed in IS:2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore

56 28.2 log, including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer - in-charge, beyound

90 metre & upto 150 metre depth below

28.2.2 Rocky strata including Boulders

Digitally signed by Om Prakash

Providing and fixing G.I. pipes complete with

57 G.I. fittings excluding trenching and refilling

etc. (external work) : Medium

19.6.7 65 mm dia nominal bore Metre 600 1018.05 610830

Supplying, assembling, lowering and fixing in

vertical position in bore well, unplasticized

PVC medium well casing (CM) pipe of

required dia, conforming to IS: 12818,

58 28.3 including required hire and labour charges,

fittings & accessories etc. all complete, for all

depths, as per direction of Engineer-in-

28.3.2 150 mm nominal size dia Metre 400 712.85 285140

Supplying, assembling, lowering and fixing in

vertical position in bore well unplasticized

PVC medium well screen (RMS) pipes with

59 ribs conforming to IS: 12818, including hire

and labour charges, fittings & accessories

etc. all complete, for all depths, as per

direction of Engineer-in-charge.

28.4.2 150 mm nominal size dia Metre 200 743.60 148720

Gravel packing in tubewell construction in

accordance with IS: 4097, including

providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual

requirement, all complete as per direction of

Engineer- in -charge.

Development of tube well in accordance with

IS:2800 (part I) and IS: 11189, to establish

maximum rate of usable water yield without

sand content (beyond permissible limit), with

required capacity air compressor, running

the compressor for required time till well is

fully developed, measuring yield of well by

''V'' notch method or any other approved

61 28.12 method, measuring static level & draw down Hour 8 872.75 6982

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-

Providing and fixing suitable size threaded

mild steel cap or spot welded plate to the top

62 28.13 of bore well housing/ casing pipe, removable

as per requirement, all complete for borewell

Providing and fixing MS clamps of required

dia on the top of the casing / housing pipe of

63 28.14 tube well as per IS : 2800 (Part-1) , including

necessary bolts and nuts of required size

Providing and fixing bail plug / bottom plug of

64 28.15 required dia at the bottom of the pipe

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

Digitally signed by Om Prakash

Supply, installation testing & commissioning

of submersible pumping set suitable to

operate on 410 volts 3 phase 50 HZ A.C.

power supply including water proof joint free

65 MRP-1 cable, motor control panel, 50 mm dia, G.I.

pipe (medium class) column with fittings,

clamps etc. complete in all respect as per

details given below : (For Borewell)

Discharge 300 LPM.

HP/Load 3.5 (Approx) each 4 138081.24 552324.96

Total Cost of Tube Well 2475073.36

E) PUMPS & EQUIPMENTS

Supplying, installing, testing and

commissioning single stage, submersible

centrifugal pumps of closed coupled

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

impeller connected to a fully submersible

water/oil cooled motor suitable to operate

66 MRP-2 with 380-415 volts 3 phase 50 cycles AC

power supply with class F insulation and built

-in temperature protection, pump connector

unit with rubber diaphram & bend, vertical

discharge pipe, guide pipe, stainless steel

chain/rope, water -proof power cable and

level controller complete in all respects for

fixed installation.

For Sump Pump (1 Working + 1 Standby)

Discharge 315 LPM.

HP/Load 2 (Approx) Set 1 239825.56 239825.56

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

Filter Feed pump ( 1 Set = 2 working + 1

Location - Plumbing Plant Room

Capacity 250 lpm

HP/Load 5 HP/Load Set 1 428778.96 428778.96

Domestic Water Supply Pump ( 1 Set = 2

working + 1 standby)

Location - Plumbing Plant Room

Capacity 250 lpm

HP/Load 5.0 HP/Load Set 1 486918.74 486918.74

Flushing Water Supply Pump ( 1 Set = 2

working + 1 standby)

Location - STP Plant Room

Capacity 200 lpm

Digitally signed by Om Prakash

HP/Load 3.0 HP/Load Set 1 450581.82 450581.82

MULTIGRADE PRESSURE SAND FILTER:

(For Domestic Water)

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

Filtration rate/velocity : 18-20

Max. operating pressure : 3.5

Test pressure : 5.5

Suggested diameter : 1600 mm

ACTIVATED CARBON FILTER: (For

Domestic Water)

Location - Plumbing Plant Room

Supply, installation, testing & commissioning

vertical self supporting Activated Carbon

Filter (ACF) fabricated from M.S. Sheet as

per IS Code, pressure gauge at inlet &

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

Butterfly valve and all accessories, air vent

valve with piping, with initial charge of filter

media for activated carbon filter, painting

inside with epoxy paint and outside with two

coat of synthetic enamel paint complete with

bypass arrangement including piping, CI

Valves (3 Nos.) of required size.

Capacity/Flow rate : 37.325

Filtration rate/velocity : 18-20

Max. operating pressure : 3.5

Test pressure : 5.5

Suggested diameter : 1600 mm

Digitally signed by Om Prakash

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 Set 1 457849.44 457849.44

0-4 LPH against 4.5 Kg/Sq.cm dosing

valves, flexible teflon tube pipes etc.

complete for dosing of chlorine solution into

Providing and fixing mild steel (MS) puddle

flanges of required size with 5mm thick mild

steel (MS) plate including necessary welding

as per details shown on drawings and

directions of Engineer-in-charge for water

(i) 25mm dia (4mm wall thickness) Each 12 945.18 11342.16

(ii) 32mm dia (4mm wall thickness) Each 2 1191.80 2383.6

(iii) 40mm dia (4mm wall thickness) Each 2 1424.26 2848.52

(iv) 50mm dia (4mm wall thickness) Each 6 1672.06 10032.36

(v) 65mm dia (4mm wall thickness) Each 2 1976.50 3953

(vi) 80mm dia (4mm wall thickness) Each 8 2252.62 18020.96

(vii) 100mm dia (4mm wall thickness) Each 10 2631.40 26314

(viii) 150mm dia (4mm wall thickness) Each 5 3139.98 15699.9

(ix) 200mm dia (4mm wall thickness) Each 2 3459.76 6919.52

Supply, installation, testing & commissioning

of Hot dipped galvanised 'Y' Strainer of

following sizes as per specification:

Supplying, assembly, erection, testing and

commissioning of magnetic level sensors

and controllers, Chlorinated Polyvinyl

Chloride (CPVC) probe tube, PP actuating

float and all other equipment required for the

performance of the system to the satisfaction

of the engineer in charge complete including

providing and fixing wiring from control

73 MRP-9 junction box near the Under Ground tank to job 2 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 tank is low .

To indicate 5 levels of water in all tanks

through a control panle with LEDs

To start the pumps in a cyclic order.

The system shall be complete to ensure

automatic quotation of pump in accordance

to water level in respective tanks.

Digitally signed by Om Prakash

Supply, fixing, testing and commissioning of

Site Tube (of 3.0 - 5 M) with isolation valve

at top and bottom demarcation on tube for

making the installation of level indication on

the RCC water tank complete.

Providing, fixing, testing & commissioning of

100 mm dia Burden type, Stainless Steel dial

type pressure gauge including brass

isolation valve and pipe having caliberation

Total Cost of PUMPS & EQUIPMENTS 3382880.64

F) RAIN WATER HARVESTING

Boring/ Drilling bore well of required dia for

casing strainer pipe by sutable method

prescribed in IS 2800(Part I), Inculding

collecting samples from different strata,

76 28.1 preparing and submitting strata chart/bore

log, Including hire & running charges of all

equipments, tools , plants & machineries

required for the job, all complete as per

direction of engineer-in- charge , 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,

77 28.2 preparing and submitting strata chart/bore

log, Including hire & running charges of all

equipments, tools , plants & machineries

required for the job, all complete as per

direction of engineer-in- charge , upto 90

metre depth below ground level.

28.2.1 All types of soil

Supplying, assembling, lowering and fixing in

vertical position in bore well, unplasticized

PVC medium well casing (CM) pipe of

required dia, conforming to IS: 12818,

79 28.3 including required hire and labour charges,

fittings & accessories etc. all complete, for all

depths, as per direction of Engineer-in-

Supplying, assembling, lowering and fixing in

vertical position in bore well unplasticized

PVC medium well screen (RMS) pipes with

ribs conforming to IS: 12818, including hire

and labour charges, fittings & accessories

etc. all complete, for all depths, as per

direction of Engineer-in-charge.

28.4.2 150 mm nominal size dia Metre 60 743.60 44616

Digitally signed by Om Prakash

Supplying, filling, spreading and leveling

stone boulders of size range 5 cm to 20 cm,

in recharge pit in the required thickness for Cum. 20 857.30 17146

all leads and lifts all complete as per

direction of Engineer-in-charge.

Gravel packing in tubewell construction in

accordance with IS: 4097, including

providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual Cum. 20 1068.20 21364

requirement, all complete as per direction of

Engineer- in -charge.

Providing and fixing bail plug / bottom plug of

83 28.15 required dia at the bottom of the pipe

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

Providing and fixing suitable size threaded

mild steel cap or spot welded plate to the top

84 28.13 of bore well housing/ casing pipe, removable

as per requirement, all complete for borewell

Providing and fixing M.S clamp of required

dia to the top of casing/ housing pipe of tube

85 28.14 well as per IS:2800 (part 1), including

necessary bolts & nuts of required size

Providing and fixing UPVC pipe of working

pressure 6kg per square cm confirming to

IS:4985 including jointing with sealing ring Meter 180 2107.48 379346.4

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

87 MRP-13 C/sand: 8 graded stone agg 40mm size) Each 2 32703.70 65407.4

inside plastering 12 mm thick with cement

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

a foating coat of neat 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-in-charge.

Total cost of Rain water harvesting pit 792795.00

SUB TOTAL PLUMBING WORK 18602248.09

1.1 MREE-1 33 KV HT PANEL

Digitally signed by Om Prakash

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:

1 Panel Board (Indoor Type)

Incoming cum outgoing (1 No.):

i One No. Indoor type free standing floor mounted

metal clad totally enclosed, single busbar, fully

compartmentalized, draw out type & fully

interlocked VCB as per IEC 62271-100/200/IS

12118. 33 KV 1250A, 25 KA for 3 sec, single

break trip free breaker mounted on a integral

truck carriage, fully interlocked rack in & rack out

mechanism, featured with mechanical ON & OFF

with hand trip device, Spring release coil, 2 nos

shunt fast trip coil, copper contact.

ii One set of fully comparmentalized sheet steel

enclosure with automatic safety shutter,

independent pressure discharge flap along with

heat shrinkable PVC sleeved 1250 Amps copper

busbar, foundation bolts etc. cable from rear

bottom side of the panel.

iii 3 Nos. 33KV Multi Core Resin cast CT with ratio

400-200/5-5A, 15VA per 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

Breaker Panel Indication Lamps

i One set of Breakker On/Off/trip/Trip Circuit

Healthy/Spring Charge etc.

ii RYB phase indicator

iii Breaker test position Indicator

iv Breaker service position indicator

Switches & other accessories

i DC On/Off Switch

ii AC On/Off Switch

iii Heater with heater switch & thermostat

iv Miliamp Ammeter for space heater

v Cubical illumination Lamp

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

vii Door switch, 2 Amp, 1 I/O

Digitally signed by Om Prakash

viii Local Remote (LR) Switch

ix PT selector switch with pistol grip handle, 4

NO+4NC, rating 10Amp

x Emergency mechanical ON/Off push button

xi 02-way Switch for Lilo arrange with Key

xii TTB for TVM & MFM satech

xiii TTB for protection circuit

xiv Annunciator-8W

xv Hooter/Buzzer for (Trip/Alarm)

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

ii MFM CL 0.5S 3P4W with RS 485 port

i One (1) Set of Multifunctional numerical

directional relay with RS485 Communication

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

ii Mater Trip Relay - 86

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

iv Trip Circuit Supervison relay - 95

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

with minimum dimension of 85mm*150mm shall

be provided for feeder naming

Other Accesoories:

1 No. wall mounted tool handling box

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

1 no. breaker handling trolley with each set if

circuit breaker is not mounted on an integral