CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR-SAMBA, JAMMU UT OF JK

BILL OF QUANTITY

Ref. Code Amount

Description Unit Rate (DSR/NS) Qty.

DSR-2023 ( DSR/ NS)

SUB HEAD-I :- EARTH WORK

1.1 CARRIAGE OF MATERIALS

Carriage of good earth by mechanical transport including loading,

unloading and stacking

2.6 Earth work in excavation by mechanical means (Hydraulic

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

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

disposal of excavated earth lead upto 50 m and for all lift , as directed

by Engineer-incharge.

2.7 Earth work in excavation by mechanical means (Hydraulic

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

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

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

directed by Engineerin-charge.

2.7.3 Hard rock (blasting prohibited) cum 1,432.95 4377 6,272,022.15

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

banking excavated or stacked materials.

2.26.1 All kinds of soil (From 1.5 to 3 m depth) cum 126.80 369.4 46,839.92

2.26.2 Ordinary or hard rock (From 1.5 to 3 m depth) cum 227.40 1407.2 319,997.28

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

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

consolidating each deposited layer by ramming and watering, lead up cum 196.00 1842.72 361,173.12

to 50 m and for all lift.

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

watering, ramming, consolidating and dressing complete.

2.34 Supplying chemical emulsion in sealed containers including delivery

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 234.75 53 12,441.75

2.35 Diluting and injecting chemical emulsion for post-constructional anti-

termite treatment (excluding the cost of chemical emulsion) :

2.35.3 Treatment of soil under existing floors using chemical emulsion @

one litre per hole, 300 mm apart including drilling 12 mm diameter

holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse

sand) to match the existing floor :

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. sqm 310.05 1508.68 467,764.91

EARTH WORK SUB HEAD TOTAL 16,598,875.51

SUB HEAD-II :- CONCRETE WORKS

4.1 Providing and laying in position cement concrete of specified grade

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

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural

sources : 4 graded stone aggregate 20 mm nominal size derived cum 7,878.50 47.21 371,962.32

from natural sources)

4.20 Providing and laying in position ready mixed or site batched design

mix cement concrete for plain cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard

setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering,

shuttering and finishing as per direction of the engineer-in-charge; for

the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the cement

content in design mix is more than 110% of the minimum specified

cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

4.20.1 All works upto plinth level :

4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone-III) derived from natural sources : 6

graded stone aggregate 20 mm nominal size derived from natural

sources) over 75mm thick bed of dry brick ballast 40 mm nominal sqm 749.30 249.06 186,620.66

size, well rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing & finishing the

CONCRETE WORK SUB HEAD TOTAL 3,907,572.74

SUB HEAD-III :- REINFORCED CEMENT CONCRETE WORK

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

5.9 Centring and shuttering including strutting,propping etc. and removal

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

5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth

and string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform.

5.9.4 Shelves (Cast in situ)

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts

5.9.7 Stairs, (excluding landings) except spiral-staircases sqm 764.95 624.73 477,884.15

5.9.16 Edges of slabs and breaks in floors and walls

5.9.19 Weather shade, Chajjas, corbels etc., including edges sqm 951.10 491.53 467,498.75

5.11 Extra for additional height in centering, shuttering where ever

required with adequate bracing, propping etc. including cost of de-

shuttering and decentering at all levels, over a height of 3.5 m, for

every additional height of 1 metre or part thereof (Plan area to be

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to

STEEL REINFORCEMENT

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

cutting,bending, placing in position and binding all complete upto

plinth & above plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kilogram 107.85 215835 23,277,804.75

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-500D or more. kilogram 107.85 200590 21,633,631.50

5.33 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete

to site of laying, curing, carriage for all leads; but excluding the cost

of centering, shuttering, finishing and reinforcement as per direction

of the engineer-in-charge; for the following grades of concrete. Note:

Extra cement up to 10% of the minimum specified cement content in

design mix shall be payable separately. In case the cement content in

design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the

mix or bear the cost of extra cement.

All works upto plinth level

Concrete of M25 grade with minimum cement content of 330 kg /cum cum 9,504.75 303 2,879,939.25

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum

All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement content of 330 kg /cum cum 9,860.40 85 838,134.00

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 10,011.35 1404 14,055,935.40

R.C.C. WORK SUB HEAD TOTAL 90,421,030.41

SUB HEAD-IV :- MASONRY WORK

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7,132.25 65.14 464,580.67

6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks

masonry with 150mm to 300 mm thick with Grade-1 AAC blocks of

density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super

structure above plinth level up to floor V level with RCC band at sill

level and lintel level with approved block laying polymer modified cum 8,333.65 1126.82 9,390,547.66

adhesive mortar all complete as per direction of Engineer-in-Charge.

(The payment of RCC band and reinforcement shall be made for

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks

masonry with 100mm to 12 5 mm thick with Grade-1 AAC blocks of

density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super

structure above plinth level up to floor V level in cement mortor 1:4(1 cum 10,195.45 39.62 403,910.56

cement : 4 coarse sand) the rate includues providing and placing in

position 2 Nos 6 mm dia M.s Bar at at every third course of masonary

MASONRY WORK SUB HEAD TOTAL 10,259,038.89

SUB HEAD-V:- WOOD WORK

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

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

with frame of 1st class hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face veneers on

both faces of shutters:

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm

minimum depth on all edges of flush door shutters (over all area of sqm 462.35 287.36 132,858.58

door shutter to be measured).

9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of

flush doors (cost of glass excluded) (overall area of door shutter to be

9.24.1 Rectangular or square. sqm 199.15 244.73 48,736.98

9.127 Providing & Fixing decorative high pressure laminated sheet of plain /

wood grain in gloss / matt/ suede finish with high density protective

surface layer and reverse side of adhesive bonding quality

conforming to IS : 2046 Type S, including cost of adhesive of

approved quality.

21.18 Providing and fixing 12 mm thick frameless toughened glass door

shutter of approved brand and manufacture, including providing and

fixing top & bottom pivot & double acting hydraulic floor spring type

fixing arrangement and making necessary holes etc. for fixing sqm 5,325.90 11.86 63,143.87

required door fittings, all complete as per direction of Engineer-in-

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

MRC-01 Providing and fixing 12 mm thick frameless toughened glass

partitions of approved brand and manufacturer, including providing

and fixing partitions at top & bottom with aluminum channel etc. all

complete as per direction of Engineer-in-charge

21.4 Providing and fixing double action hydraulic floor spring of approved

brand and manufacture conforming to IS : 6315, having brand logo

embossed on the body / plate with double spring mechanism and

door weight upto 125 kg, for doors, including cost of cutting floors,

embedding in floors as required and making good the same

matching to the existing floor finishing and cover plates with brass

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

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

21.4.1 With stainless steel cover plate minimum 1.25 mm thickness each 2,823.85 2 5,647.70

HARDWARES FITTINGS FOR DOOR

Providing and fixing approved brand and manufacturer SS 304 grade

hardware's for Doors etc.

MRC-02 Providing and fixing approved brand and manufacture SS 304 grade

D type 1200mm Pull Handle with 32mm dia fixed with SS screws etc.

complete in all respects as per manufacturers' specifications & as

directed by Engineer-in-charge.

MRC-03 Providing and fixing approved brand and manufacture SS 304 grade

D type 300mm Pull Handle with 32mm dia fixed with SS screws etc.

complete in all respects as per manufacturers' specifications & as

directed by Engineer-in-charge.

MRC-04 Providing and fixing approved brand and manufacture SS 304 grade

Glass door Lock, top and bottom patch fitting with SS screws etc.

complete in all respects as per manufacturers' specifications & as each 16,617.00 2 33,234.00

directed by Engineer-in-charge.

MRC-05 Providing and fixing approved brand and manufacture SS 304 Lever

Handle D-type, 22mm dia fixed with SS screws etc. complete in all

respects as per manufacturers' specifications & as directed by per pair 2,447.00 152 371,944.00

Engineer-in-charge.

MRC-06 Providing and fixing approved brand and manufacture SS 304 grade

SS 304 grade Mortise Dead Lock with 60mm Backset fixed fixed with

SS screws etc. complete in all respects as per manufacturers' each 1,729.00 80 138,320.00

specifications & as directed by Engineer-in-charge.

MRC-07 Providing and fixing approved brand and manufacture SS 304 grade

Tower bolt 250mm long with 10mm dia fixed with SS screws etc.

complete in all respects as per manufacturers' specifications & as

directed by Engineer-in-charge.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRC-08 Providing and fixing approved brand and manufacture SS 304 grade

Tower bolt 150mm long with 10mm dia fixed with SS screws etc.

complete in all respects as per manufacturers' specifications & as

directed by Engineer-in-charge.

MRC-09 Providing and fixing approved brand and manufacture SS 304 grade

wall mounted door buffer fixed with SS screws etc. complete in all

respects as per manufacturers' specifications & as directed by each 477.00 152 72,504.00

Engineer-in-charge.

MRC-10 Providing and fixing approved brand and manufacture SS 304 grade

Door Stopper - door mounted hanging type fixed with SS screws etc.

complete in all respects as per manufacturers' specifications & as

directed by Engineer-in-charge.

9.83 Providing and fixing aluminium die cast body tubular type universal

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

embossed on the body, door weight upto 35 kg and door width upto each 1,124.85 152 170,977.20

700 mm), with necessary accessories and screws etc. complete.

WOOD WORK TOTAL 2,440,370.24

SUB HEAD-VI :- STEEL WORK

10.16 Steel work in built up tubular (round, square or rectangular hollow

tubes etc.) trusses etc., including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer, including

welding and bolted with special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes kg 194.40 320.75 62,353.80

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

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

steel primer using structural steel etc. as required.

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

10.28 Providing and fixing stainless steel (Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories & stainless

steel dash fasteners , stainless steel bolts etc., of required size, on kg 772.40 16831.86 13,000,928.66

the top of the floor or the side of waist slab with suitable arrangement

as per approval of Engineer-incharge, (for payment purpose only

weight of stainless steel members shall be considered excluding

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

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

required size M.S. laths, interlocked together through their entire

length and jointed together at the end by end locks, mounted on

specially designed pipe shaft with brackets, side guides and

arrangements for inside and outside locking with push and pull

operation complete, including the cost of providing and fixing

necessary 27.5 cm long wire springs manufactured from high tensile

steel wire of adequate strength conforming to IS: 4454 - part 1 and

M.S. top cover of required thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 3,653.20 18 65,757.60

10.7 Providing and fixing ball bearing for rolling shutters. each 492.35 4 1,969.40

10.8 Extra for providing mechanical device chain and crank operation

for operating rolling shutters.

10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 1,281.35 18 23,064.30

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

dia.M.S. bar instead of laths as per design approved by Engineer-in- Sqm 768.25 9 6,914.25

charge.(area of grill to be measured).

MRC-11 Providing and fixing Building Entrance signage / Tactile Layout /

Emergency Evacuation Layout on the wall or with any other required

structure, with provision of multilingual text integral with 3 mm thick

blue Acrylic base plate with min 0.30 mm Alluminium sheet at the

back with Upper Case San Serif words made of white acrylic non

glare cut out letters of height 15mm, raised above base plate by not

less than 0.8mm and the equivalent word/s written in Hindi / any

language as required with same specifications with Grade 1 Braille to

be integral with the sign face and should be raised 0.5mm above

Acrylic base plate. Each signboard to be fixed strictly as per the

Harmonised Guidelines & Space Sqm 0.07 50375100.75 3,477,500.00

Standards for Barrier Free Built Environment for persons with

Disability, issued By MOUD, Govt. of India, and as as per approved

drawings and complete as per the directions of Engineer - In -

(Note:- i).Payment for structure, if required, shall be paid separately.)

ii) Size of the Signboards shall be proportional to the layout plan of

the particular building, Min Size of the above signboards shall not be

less than 450 mm X 450 mm.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRC-12 Providing & fixing Mild Steel Hot Dip Galvanized 35 Meter Flag Mast

Pole complete in all respects as per manufacturers' specifications &

as directed by Engineer-in-charge. (RCC Pedestal is to be paid each 468,901.00 1 468,901.00

STEEL WORK TOTAL 18,096,145.37

SUB HEAD- VII :- FLOORING

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement,

including cement slurry, but excluding the cost of nosing of steps etc.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 614.20 300.90 184,813.15

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

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

shade of the slab, including rubbing and polishing complete with

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

11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and

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

3coarse sand) and jointed with grey cement slurry mixed with sqm 2,354.70 12.83 30,200.11

pigment to match the shade of the slabs, including rubbing and

polishing complete.

11.31 Extra for pre finished nosing to treads of steps of Kota/Sand stone

11.32 Extra for Kota/Sand flooring in treads of steps and risers using single

length above normal size up to 2.00 metre .

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness

to be specified by the manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of approved brand &

manufacturer, in all colours and shade, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry

@3.3 kg/sqm including grouting the joints with white cement and

matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required thickness, leveling system and

11.41A.3 rubber mallet

Glazed for tiles

Vitrified placing the tiles gently

Matt/Antiskid andof

finish easily.

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

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

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

shade, in skirting, riser of steps, over 12 mm thick bed of cement

mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry

@ 3.3kg/sqm including grouting the joint with white cement &

matching pigments etc. complete.

11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming

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

approved make in all colours, shades except burgundy, bottle green,

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

risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 sqm 1,112.70 631.13 702,257.24

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

3.3kg per sqm including pointing in white cement mixed with pigment

of matching shade complete.

16.89 Providing and laying matt finished vitrified tile of size

300x300x9.8mm having with water absorption less than 0.5% and

conforming to IS: 15622 of approved make in all colours and shades

in for outdoor floors such as footpath, court yard, multi modals

location etc., laid on 20mm thick base of cement mortar 1:4 (1 sqm 1,455.65 264.06 384,373.92

cement : 4 coarse sand) in all shapes & patterns including grouting

the joints with white cement mixed with matching pigments etc.

complete as per direction of Engineer-in-Charge.

11.39 Providing and laying rectified Glazed Ceramic floor tiles of size

300x300mm or more (thickness to be specified by the manufacturer),

of 1st quality conforming to IS : 15622, of approved make, in colours

White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement

mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement sqm 1,330.00 60 79,800.00

slurry @ 3.3 kg/sqm including grouting the joints with white cement

and matching pigments etc., complete.

11.56 Providing and laying Polished Granite stone flooring in required

design and patterns, in linear as well as curvilinear portions of the

building all complete as per the architectural drawings with 18 mm

thick stone slab over 20 mm (average) thick base of cement mortar

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry

and pointing with white cement slurry admixed with pigment of

matching shade including rubbing, curing and polishing etc. all

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

11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRC-13 Extra for pre finished nosing to treads of steps of Granite stone.

MRC-14 Extra for Granite stone flooring in treads of steps and risers using

single length up to 2.00 metre .

11.55 Providing and laying flamed finish Granite stone flooring in required

design and patterns, in linear as well as curvilinear portions of the

building all complete as per the architectural drawings with 18 mm

thick stone slab over 20 mm (average) thick base of cement mortar

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry

and pointing with white cement slurry admixed with pigment of

matching shade including rubbing, curing and polishing etc. all

complete as specified and as directed by the Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown,

Cat Eye or equivalent.

MRC-15 Laminated Wooden flooring-

Providing and fixing 8 mm nominal thick laminated wooden flooring

with skirting features HDF boards with a density of 870 kg/m³. It is

laminated with a 0.5mm wear and tear décor paper boasting an EIR

surface. This flooring is treated to be anti-fungal and carries a top

layer of Aluminium oxide, considered an AC4 grade material, of

approved width, length, pattern and colour over a base layer of

0.3mm thick polythene film across the area to prevent moisture with

a second layer of 2mm thick foam to minimize any post-installation sqm 1,802.00 177.88 320,533.63

noise, laid over a 39/40 mm thick levelling layer of cement concrete

1:2:4 (1 cement :2 coarse sand :4 stone aggregate 20 mm nominal

size) with necessary approved adhesives/ nails and fixing

accessories, reducer, beading, etc. planed, levelled smooth and

finished complete to the satisfaction of the Engineer-in-Charge-

EGGER AC-4 LAMINATE FLOORING 8 MM THICK CASTLE

RANGE AS PER DIRECTION BY ENGINEER-IN-CHARGE.

MRC-16 Providing and fixing Vinyl flooring of 3mm thick PVC flexible,

homogeneous antistatic calendared compacted floor covering,

minimum weight 3120 g/m2 in minimum sheet of size 2mtrs. x 20

mtrs. approved pattern & colour combination with PUR Protect or

equivalent surface treatment having wear minimum resistance of ≤

4.0mm3 as per EN 660.2 and wear group Group P as per EN-649

and should have a minimum residual indentation of <0.03mm

confirming to EN-433. The laid flooring should have non- directional

design, colour dyed as a raw mixture to ensure even colour

throughout the thickness and its surface should be densely sqm 2,739.00 82.17 225,063.63

compacted for improving wear and ease of maintenance with Anti-

bacterial and Fungicidal properties. The laid flooring shall confirms

the fire rating B1 class as per EN 13501-1. The floor finish should

terminate at the room perimeter passing over a concealed cove

former and continuing up the wall for 100mm. The joints in the

flooring should be sealed by using a PVC welding bar of matching

colour to be supplied by the manufacturer, using a hot air gun for

fusion of welding bar with flooring and self levelling required

underneath with all accessories cove etc.

MRC-17 Sports Vinyl flooring-

Providing and installation of Vinyl Sports Sheet Flooring with skirting

manufactured by Armstrong World Industries , Inc or approved by

Engineer-in-charge,1.8m wide and 15 m long, having a nominal

total thickness of 4.5mm. The wear surface shall be 0.45 mm and

PUR coated with UV Treatment. Total weight should 3.03mm/sqm.

Athleta shall conform to flammability Class Cfl as per EN 13501-

1;Shock Absorption more than 28%; sliding coefficient of 0.45-0.65;

energy return of 0.38m/s; vertical deformation of 2.3 mm and sound sqm 2,276.00 40.85 92,983.70

insulation of 20-22 db. Impact Resistance of 8N/M (as per

DIN18032); Abrasion Resistance of 0.7 mm, Indentation Resistance

of0.6mm (as per EN1016), Friction Coefficient of 0.6 (as per

GB/T14833-1993) and Rebound Coefficient of 0.86 (as per

GB/T14833-1993). Design and shade to be as per architect choice,

Installation should be done by authorized certified distributor.

11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of

approved make and colour using acid and/or alkali resisting mortar

bedding, and joints filled with acid and/or alkali resisting cement as

per IS : 4457, complete as per the direction of Engineer-in- Charge.

11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement :

11.21.1.1 Acid and alkali resistant tile sqm 1,738.15 89.66 155,840.44

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

16.90 Providing and laying tactile tile (for vision impaired persons as per

standards) of size 300x300x9.8mm having with water absorption less

than 0.5% and conforming to IS:15622 of approved make in all

colours and shades in for outdoor floors such as footpath, court yard,

multi modals location etc., laid on 20mm thick base of cement mortar sqm 2,017.60 160.84 324,512.52

1:4 (1 cement : 4 coarse sand) in all shapes & patterns including

grouting the joints with white cement mixed with matching pigments

etc. complete as per direction of Engineer-in-Charge.

MRC-18 Providing and fixing 18mm thick gang saw cut Granite stone work for

wall lining, backing filled with a grout of average 12 mm thick in

cement mortar 1:3 (1cement : 3 coarse sand) including pointing with

white cement mortor with an admixture of pigment to match the sqm 8,413.00 174.20 1,465,578.25

granite shade complete as per direction of Engineer-in-charge.

MRC-19 Providing and fixing 18mm thick pre-polished granite stone strip of

any colour and shade 60mm wide with one edge round moulded and

polished, fixing the strip in wall above the top of dado, by cutting

chase in wall and fixing the same with cement mortar 1:3 (1cement : metre 791.00 55.21 43,671.11

3 coarse sand), neatly finished and fixed such that the outer rounded

edge projected 20mm beyond the surface of dado , all complete as

per direction of engineer-in-charge.

GRANITE WORK FOR COUNTER

8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills, facias and similar locations of required

size, approved shade, colour and texture laid over 20 mm thick base

cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing to edges to give

high gloss finish etc. complete at all levels.

8.2.2 Granite stone slab of colour black , cherry , Rubi Red

8.2.2.1 Area of slab upto 0.50 sqm sqm 5,413.50 2 10,827.00

8.3 providing edge moulding to 18mm thick marble stone counters,

Vanities etc. including machine polishing to edge to give high gloss

finish etc. complete as per design approved by Engineer-in-

8.4 Extra for fixing marble /granite stone over and above corresponding

basic item, in facia and drops of width upto 150 mm with epoxy resin

based adhesive including cleaning etc. complete. metre 568.55 1088.72 618,991.76

8.5 Extra for providing opening of required size & shape for wash basins/

kitchen sink in kitchen platform, vanity counters and similar location

in marble/Granite/stone work including necessary holes for pillar taps each 978.70 27 26,424.90

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

FLOORING WORK TOTAL 16,449,176.39

SUB HEAD-VIII :- PAINTING AND FINISHING WORK

13.4 12mm cement plaster of mix :

13.5 15 mm cement plaster on the rough side of single or half brick wall of

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm sqm 518.55 4786.18 2,481,872.84

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

13.22 Extra for plastering exterior walls of height more than 10 m from

ground level for every additional height of 3 m or part thereof. sqm 87.10 2090.87 182,114.64

13.16 6 mm cement plaster of mix :

13.80 Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth sqm 156.05 15165.96 2,366,647.58

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

VOC content less than 50 gram/litre, of approved manufacturer and

of required shade and colour all complete to achieve even shade and

13.41.1 New work (two or more coats) over and including water thinnable

priming coat with cement primer having VOC content less than 50 sqm 185.65 10379.78 1,927,005.88

13.62 Painting with synthetic enamel paint of approved brand and

manufacture of required color to give an shade.

13.62.1 Two or more coats on new work including priming coat of ordinary

paint approved brand.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

13.45.1 Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 223.60 4786.18 1,070,189.50

5.30 Add for plaster drip course/ groove in plastered surface or moulding

to R.C.C. projections.

MRC-20 Providing & fixing galvanized low carbon wire, anealed wire Chicken

mesh formed by twisting two adjacent wires at least four times,

forming a hexagonal shaped strong honeycomb mesh structure on

joints of RCC & Brick work before plastering, of required gauge (not sqm 177.00 1091.84 193,254.86

less than 21 gauge)and size with nails etc. complete as specified in

drawing and as per the Direction of Engineer-in-charge.

PAINTING AND FINISHING WORK TOTAL 12,070,667.76

SUB HEAD-IX :- ROOFING & FALSE CEILING WORK

12.45 Providing and fixing false ceiling at all height including providing and

fixing of frame work made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both

side inclusive) as per IS : 277 and consisting of angle cleats of size

25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to the ceiling with dash

fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange

of cleat fixed to the angle hangers of 25x10x0.50 mm of required

length with nuts & bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels 45x15x0.9 mm running

at the spacing of 1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of

26 mm each having lips of 10.5 mm, at 450 mm centre to centre,

shall be fixed in a direction perpendicular to G.I. intermediate channel

with connecting clips made out of 2.64 mm dia x 230 mm long G.I.

wire at every junction, including fixing perimeter channels 0.5 mm

thick 27 mm high having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with the help of rawl plugs at

450 mm centre, with 25mm long dry wall screws @ 230 mm interval,

including fixing of gypsum board to ceiling section and perimeter

channel with the help of dry wall screws of size 3.5 x 25 mm at 230

mm c/c, including jointing and finishing to a flush finish of tapered

and square edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in 3

layers covering upto 150 mm on both sides of joint and two coats of

primer suitable for board, all as per manufacturer's specification and

also including the cost of making openings for light fittings, grills,

diffusers, cutouts made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and direction of the

Engineer in Charge but excluding the cost of painting with :

12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS:

2095- (Part I) :2011 (Board with BIS certification marks)

12.52 Providing and fixing tiled false ceiling of approved materials of size

595x595 mm in true horizontal level suspended on inter locking metal

grid of hot dipped galvanized steel sections ( galvanized @ 120

gsm/sqm, both side inclusive) consisting of main "T" runner with

suitably spaced joints to get required length and of size 24x38mm

made from 0.30mm thick (minimum) sheet, spaced at 1200mm

center to center and cross "T" of size 24x25mm made of 0.30mm

thick (minimum) sheet, 1200mm long spaced between main "T" at

600mm center to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600mm and size 24x25mm made of

0.30 mm thick (minimum) sheet to be interlocked at middle of the

1200x600mm panel to form grids of 600x600mm and wall angle of

size 24x24x0.3 mm and laying false ceiling tiles of approved texture

in the grid including, wherever, required, cutting/making, opening for

services like diffusers, grills, light fittings, fixtures, smoke detectors

etc. Main "T" runners to be suspended from ceiling using GI slotted

cleats of size 27 x 37 x 25 x1.6 x mm fixed to ceiling with 12.5 mm

dia and 50 mm long dash fasteners, 4mm GI adjustable rods with

galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at

1200mm center to center along main T, bottom exposed width of 24

mm of all T-sections shall be pre-painted with polyester paint, all

complete at all heights as per specifications drawings and as directed

by Engineer-in-charge.

12.52.2 GI Metal Ceiling Lay in perforated Tegular edge global white color

tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of

GI sheet having galvanizing of 100 gms/sqm (both sides inclusive)

and 20% perforation area with 1.8 mm dia holes and having NRC

(Noise Reduction Coefficient ) of 0.5, electro statically polyester sqm 2,068.75 306.46 633,985.78

powder coated of thickness 60 microns (minimum), including factory

painted after bending and perforation, and backed with a black Glass

fiber acoustical fleece.

ROOFING & FALSE CEILING SUB HEAD TOTAL 1,857,222.65

SUB HEAD-X :- WATER PROOFING

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

22.7 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations: a) Applying

a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment.

b) Laying brick bats with mortar using broken bricks/brick bats 25

mm to 115 mm 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 20 mm 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 Engineer-in-charge to required slope and treating

similarly the adjoining walls upto 300 mm height including rounding of

junctions of walls and slabs c) After two days of proper curing

applying a second coat of cement slurry using 2.75 kg/ sqm of

cement admixed with water proofing compound conforming to IS :

2645 and approved by Engineer-in-charge. d) Finishing the surface

with 20 mm thick joint less cement mortar of mix 1:4 (1 cement :4

coarse sand) admixed with water proofing compound conforming to

IS : 2645 and approved by Engineer-in-charge including laying glass

fibre cloth of approved quality in top layer of plaster and finally

finishing the surface with trowel with neat cement slurry and making

pattern of 300x300mm square 3 mm deep. e) The whole terrace so

finished shall be flooded with water for a minimum period of two

weeks for curing and for final test. All above operations to be done in

order and as directed and specified by the Engineer-in-Charge :

Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the

surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25

mm to 115 mm 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 20 mm 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 Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of

walls and slabs.

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

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

compound conforming to IS : 2645 and approved by Engineerin-

(d) Finishing the surface with 20 mm thick jointless cement mortar of

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

compound conforming to IS : 2645 and approved by Engineerin-

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 300x300 mm square 3 mm

(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 the

Engineer-in-Charge :

22.7.1 With average thickness of 120 mm and minimum thickness at khurra

22.5 Providing and laying water proofing treatment in sunken portion of

WCs, bathroom 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 water

proofing cement compound @ 0.253 kg/ sqm. This layer will be

allowed to air cure for 4 hours. sqm 617.05 205.61 126,872.70

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with

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

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

The rate includes preparation of surface, treatment and sealing of all

12.21 joints, corners,

Providing junctions

gola 75x75 mmofinpipes andconcrete

cement masonry1:2:4

coarse sand : 4 stone aggregate 10 mm and down gauge), including

finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRC-21 Providing and laying broken AAC Block in sunken portion of W.C. &

kitchen. These broken Block mixed with cement mortar 1:8 ( 1

cement : 8 coarse sand) laid and compacted properly including cum 6,104.00 34.20 208,771.08

supply of labour, material, and tools and plant etc. as per instruction

of Engineer-in-charge.

12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm

x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70

and initial emittance > 0.75 on waterproof and sloped surface of

terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

cement : 4 coarse sand) and grouting the joints with mix of white sqm 1,703.95 1585.86 2,702,225.12

cement & marble powder in ratio of 1:1, including rubbing and

polishing of the surface upto 3 cuts complete, including providing

skirting upto 150 mm height along the parapet walls in the same

PU WATER PROOFING

Waterproofing Treatment for Landscaping Decks & Terrace

MRC-22 Surface Preparation:

Providing and laying water proofing treatment to horizontal and

vertical surfaces of podium slabs, including cleaning the surface with

wire brush, treating all surface cracks, construction joints and

honeycombs by grouting with specialised non shrink grout,coving

preparation at wall - slab joint and preparation of surface in all

aspects to receive the waterproofing

Application of Primer:

Apply Epoxy based primer over well prepared surface at 150-200 gm

Application of Polyurethane waterproof coating:

Providing and applying single component liquid applied polyurethane sqm 1,565.00 45.56 71,306.53

coating. It can be applied at 1 mm thickness with a coverage of 2kg

Per Sq.Mtr in two coats.The membrane will have the following

technical parameters:

Elongation : 620 %

Crack Bridging ability : upto 1.5mm

Tensile Strength : >1.4 Mpa

Shore A hardness : 80

Peel Adhesion to concrete: ≥ 1.5 MPa

Providing and laying 150 Gsm Geo fabric membrane as separation

layer all complete as specified in drawing and as per the Direction of

Engineer-in-charge.

22.23 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,

reservior, 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

self-healing of cracks up to a width of 0.50 mm. The work shall be

carried out all complete as per specification and the direction of the

engineer-in-charge. The product performance shall carry guarantee

for 10 years against any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm per coat Sqm 472.90 75.15 35,538.44

22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 362.80 52.5 19,047.00

22.4 Providing and placing in position suitable PVC water stops

conforming to IS:12200 between two RCC members and fixed to the

reinforcement with binding wire before pouring concrete etc

22.4.1 Serrated with central bulb (225mm wide,8-11mm thick) Meter 327.65 75 24,573.75

19.16 Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910 on 12mm dia steel bar

conforming to IS : 1786 having minimum cross section as 23

mmx25mm and over all minimum length 263 mm and width as

165mm with minimum 112 mm space between protruded legs having

2 mm tread on top surface by ribbing or chequering besides

necessary and adequate anchoring projections on tail length on 138

mm as per standard drawing and suitable to with stand the bend test

and chemical resistance test as per specifications and having

manufacture's permanent identification mark to be visible even after

fixing, including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

WATER PROOFING WORK TOTAL 5,969,048.28

SUB HEAD-XI:- ALUMINIUM WORK

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

21.1 Providing and fixing aluminium 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, fixing with dash fasteners of

required dia and size, including necessary filling up the gaps at

junctions, i.e. at top, bottom and sides with required EPDM rubber/

neoprene gasket etc. Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required including

cleat angle. Aluminium 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, paneling

and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50

21.1.2 For shutters of doors, windows & ventilators including providing and

fixing hinges/ pivots and making provision for fixing of fittings

wherever required including the cost of PVC / neoprene gasket

required (Fittings shall be paid for separately).

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50

MRC-23 Providing and fixing Single Glazing 6 mm thick clear heat

strengthened glass of approved make complete in all respects as per

direction of the Engineer-in-charge. all complete as specified in sqm 1,915.00 437.26 837,359.60

drawing and as per the Direction of Engineer-in-charge.

ALUMINIUM WORK TOTAL 5,591,367.49

SUB HEAD-XII :- STRUCTURAL GLAZING & ALUMINIUM

Providing and supplying aluminium extruded tubular and other

aluminium sections as per the architectural drawings and approved

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

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

microns conforming to AAMA 2604 of required colour and shade as

approved by the Engineer-in-Charge. ( The item includes cost of

material such as cleats, sleeves, screws etc. necessary for

fabrication of extruded aluminium frame work. Nothing extra shall be

paid on this account). The weight of aluminium extruded section shall

be taken for purpose of payment.

25.2 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, including:

(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 sqm 3,510.50 90.84 318,893.82

water tightness, pressure equalisation & drainage and protection

against fire hazard including:

(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.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

(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 watertight.

(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, labour for fabricating and installation of

aluminium grid, installation of glazed 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

Note:- 1. Theascost

specified, as perextruded

of providing the approved shop frames,

aluminium drawings and as

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 NABL accredited lab or

any other accreditation body which operates in accordance with

ISO/IEC 17011 and accredits labs as per ISO/IEC 17025

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 design wind pressure without any failure) as

per ASTME-330-10 testing method for a range upto 50 mm

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09

testing method for Qualitative test, Tests to be conducted on site.

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

25.3 Providing, assembling and supplying vision glass panels (IGUs)

comprising of hermeticallysealed 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 strengthned

clear float glass 6mm thick, spacer tube 12mm wide, dessicants,

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.25.2) For payment, only the actual area of glass on sqm 3,718.70 90.84 337,806.71

face # 1 of the glass panels (excluding the areas of the grooves and

weather silicone sealant) provided and fixed in position, shall be

measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft

coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear

Glass of approved make having properties as visible Light

transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%,

light reflection external 10 to 20 %, shading coefficient (0.25- 0.28)

and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of

performance glass shall be decided by technical sanctioning authority

as per the site requirement.

25.4 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, sqm 3,671.50 9.67 35,495.73

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.

STRUCTURAL GLAZING & ALUMINIUM GLAZING SUB HEAD

SUB HEAD-XIII :- ROAD WORKS

16.1 Preparation and consolidation of sub grade with power road roller of

8 to 12 tonne capacity after excavating earth to an average of 22.5

cm depth, dressing to camber and consolidating with road roller

including making good the undulations etc. and re-rolling the sub sqm 218.90 1395.99 305,582.89

grade and disposal of surplus earth with lead upto 50 metres.

16.2 Extra for compaction of earth work in embankment under optimum

moisture conditions to give at least 95% of the maximum dry density cum 24.85 399.01 9,915.36

(proctor density).

16.78 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.

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

having CBR Value-30 cum 2,784.00 323.28 900,022.02

16.79 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 cum 2,914.30 122.15 355,989.25

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.

MRC-24 Providing and laying 400 micron thick PVC Sheet on WBM Surface

complete as per direction of engineer-in-charge.

16.75 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. cum 9,823.80 217.52 2,136,849.69

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 @ 330 kg/cum.

Excess/ less cement used as per design mix is payable/ recoverable

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

16.45 Providing and fixing pre-moulded joint filler in expansion joints of

RCC roads / CC pavements after making the joints dust free with

high pressure air jet cleaners, all complete as per direction of the per cm depth

Engineer-in-Charge. (Pre-moulded joint fillers shall be made of per cm width

bitumen hot sealing compound impregnated fibre board having 5.30 266.92 1,414.70

impregnation more than 35%, conforming to IS:1838 for fibre board length

and IS: 1834 for hot sealing bitumen compound grade A.)

16.46.1 Providing and filling in position rubberized bitumen hot sealing per cm depth

compound for sealing of expansion joints in roads / pavements all per cm width

complete as per direction of the Engineer-in-Charge. Using grade 'A' 8.65 260.98 2,257.50

sealing compound conforming to IS: 1834. length

PAINTING ROAD / RUNWAY MARKING

16.47 Painting runway/taxi track/apron marking with adequate no. of coats

to give uniform finish with road marking paint of superior make as

approved by the Engineer-in-charge i/c cleaning the surface of all

dirt, scales, oil, grease and other foreign material etc. and lining out

16.47.1 New work (Two or more coats) sqm 188.20 56.16 10,568.78

11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath &

courtyard, jointed with neat cement slurry mixed with pigment to

match the shade of tiles, including rubbing and cleaning etc.

complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4

11.20.2 Medium shade pigment using 50% white cement 50% Grey cement

16.69 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 joints

except sharp curve shall not be more than 5mm) including making cum 10,117.60 38.32 387,687.27

drainage opening wherever required complete etc. as per direction of

engineer-in-charge(length of finished kerb edging shall be measured

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

16.93 Providing and placing in position 100 mm thick factory made

machine batched & machine mixed Precast RCC Rectangular

Covers on drains of footpath of various sizes, of M-25 grade cement

concrete for RCC work, including cost of centering, shuttering,

reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum

100mm c/c on both ways, neat cement punning on finished surface,

properly encased on all edges with 1.6 mm thick, 100 mm wide MS sqm 3,081.95 190.05 585,724.60

sheet duly painted over priming coat, reinforcement to be welded at

edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks

etc including cost of cartage, all leads & lift, handling at site etc. all

complete as per direction of Engineer-in-Charge.

ROAD SUB HEAD TOTAL 5,809,105.92

Rates as per DSR-

SUB HEAD-XIV :- HORTICULTURE & LANDSCAPING WORK

2.1 Trenching in ordinary soil up to a depth of 60 cm including removal

and stacking of serviceable materials and then disposing of surplus

soil, by spreading and neatly leveling within a lead of 50 m and

making up the trenched area to proper levels by filling with earth or cum 78.10 137 10,699.70

earth mixed with sludge or/and manure before and after flooding

trench with water (excluding cost of imported earth, sludge or

2.2 Supplying and stacking of good earth at site including royalty and

carriage up to 5 km (earth measured in stacks will be reduced by cum 515.60 6619 3,412,756.40

20% for payment).

2.4 Supplying and stacking at site dump manure from approved source,

including carriage up to 5 km lead complete (manure measured in

stacks will be reduced by 8% for payment) :

2.4.1 Screened through sieve of I.S. designation 20 mm cum 254.15 558 141,815.70

2.4.2 Screened through sieve of I.S. designation 16 mm cum 290.70 558 162,210.60

2.4.3 Screened through sieve of I.S. designation 4.75 mm cum 319.90 558 178,504.20

2.7 Fine dressing of the ground sqm 3.70 11161.58 41,297.85

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

thickness as per direction of Officer-in-charge (Cost of sludge, dump

manure and / or good earth to be paid separately). cum 52.35 1674 87,633.90

2.9 Mixing earth and sludge or manure in the required proportion

specified or directed by the Officer-in-charge..

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

2.34 Providing & laying Selection no. 1 doob grass turf with earth 50mm to

60mm thickness of existing ground prepared with proper level and

ramming with required tools wooden and than rolling the surface with

light roller make the surface smoothen and light watering the same sqm 87.50 11161.58 976,638.25

maintenance for 30 days or more till the grass establish properly,as

per direction of officer in charge

2.14 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 parts 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 and surplus earth, if any,

with all leads and lifts (cost of manure, sludge or extra good earth if

needed to be paid for separately) :

2.14.3 Holes 60 cm dia, and 60 cm deep. each 43.75 200 8,750.00

2.14.4 Holes 45 cm dia, and 45 cm deep. each 18.70 300 5,610.00

7.16 Providing and stacking of Cassia fistula (Amaltash) of height 120-135

cm. in big poly bags of size 25 cm as per direction of the officer-in- each 65.00 30 1,950.00

7.8 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-

165 cm. in big poly bags of size 25 cm as per direction of the officer- each 50.00 45 2,250.00

7.5 Providing and stacking of Azadirachta indica ( Neem ) of height 120-

130cm in big polybag of size 25 cm as per direction of the officer-in- each 65.00 30 1,950.00

7.59 Providing and stacking of Mimusops elengi (Maulsri) of height 180-

195 cm., well developed with thick stem in big in big size HDPE bag each 125.00 30 3,750.00

as per direction of the officer-in-charge.

7.14 Providing and stacking of Callistemon lanceolatus of height 150-165

cm. in big poly bags of size 25 cm as per direction of the officer-in- each 65.00 30 1,950.00

7.80 Providing and stacking of Saraca indica (Sita Ashok) of height 105-

120cm. in big poly bags of size 25 cm as per direction of the officer-in- each 80.00 60 4,800.00

GROUND COVERS PLANTS

6.29 Providing and stacking of Tradescantia, full of leaves in Earthen

Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. each 21.00 24 504.00

6.31 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm

size of Earthen Pot/Plastic Pot & as per direction of the officer-in- each 15.00 30 450.00

6.26 Providing and stacking of Syngonium golden of height 30-45 cm. with

2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. each 30.00 15 450.00

as per direction of the officer-in-charge.

SHRUBS AND PERINNIAL HERBS

5.12 Providing and Displaying Bougainvillea named variety, Sobhra,

Thima, Marry palmar, Cherry Blossom etc. well developed with fresh

& healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as each 322.90 60 19,374.00

per direction of the officer-in-charge.

8.10 Providing and stacking of Cassia biflora of height 90-105 cm., well

branched, bushy in big size HDPE bag as per direction of the officer- each 100.00 90 9,000.00

8.27 Providing and stacking of Ficus panda of height 60-75 cm, with 8-10

branches, and healthy foliage, bushy in big size HDPE bag as per each 180.00 39 7,020.00

direction of the officer-in-charge.

CREEPER PLANTS -

9.12 Providing and stacking of Quisqualis indicia of height 30 cm to 45

cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of each 25.00 50 1,250.00

the officer-in-charge.

9.5 Providing and stacking of Clerodendrum splendens of height 30 cm

to 45cm. in 20 cm size of Earthen pots / Plastic pots & as per each 30.00 50 1,500.00

direction of the officer-in-charge.

HORTICULTURE & LANDSCAPING SUB HEAD TOTAL 5,143,299.30

ELECTRICL ITEMS

SUPPLY, INSTALATION, TESTING & COMMISSIONING OF

PACKAGE SUBSTATION EQUIPMENTS

SUPPLY OF 315 KVA, 11KV/415 VOLT TRANSFORMER (OIL

FILLED) WITH ON LOAD TAP CHANGER.

Design, manufacture, testing at works, supply, Installtion and

delivery, including supervision during installation, testing and

commissioning to be carried out of 800 KVA, 11KV/415V PSS type

Transformer (oil filled) ON LOAD TAP CHANGER with RTCC panel

& Provision of Manual Tap Changing if RTCC fails, oil cooled,

outdoor mounting type, hermitically sealed, corrugated wall design

low loss transformer with Cu winding as specified in the Technical

specifications, complete with the following standard, mountings,

fittings, accessories, etc as required.The Transformer must confirm

to the IS 1180 OR standards specified in the technical specifications.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

No load voltage Ratio : 11KV / 415 V

No. of Phases / Freq.: 3 Phase/50 Hz.

Type : Core type, doublecopper wound

Cooling : ONAN

Vector Group : DYn11

Temperature rise : 50/55 Deg. (oil / winding)

ON load type tap changer

Taps on HV for HV variation : + 5% to -15% in steps of 1.25%

Termination (HV) : Air Filled cable box suitable for 11KV 3C

X 185 Sq.mm Al. Armoured XLPE Cable.

Termination (LV) : Suitable flange for termination of 2 Runs

3.5C x 240 Sq.mm Al. Armoured XLPE Cable.

Impedance at 75 Degree celsius : As per IS 1180

Total Loss at Rated load, Voltage & frequency shall be: As per IS

The transformer shall be supplied with Standard fittings as per

specifications including the following :

a.Conservator with drain valve.

b .Magnetic oil level indicator.

c. Silicagel breather with oil seal.

d. First filling of oil as per IS 335 including make up during installation

of transformer plus 10% extra oil. To be supplied - in a container.

e. Thermometer pocket with plug

f. Air release plug

g. Inspection cover

h. Top filter brass gate valve - 1 no.

i. Removable Lifting lugs and Jack lifting pad support

j. Earthing terminals - 2 nos.for body earth and neutral earthing

bushing terminal on transformer top cover.

k. Radiator with top and bottom shut off brass gate valves

l. Rating and Diagram plate.

m. Bi-directional Plain/Flanged Rollers.

n. Drain cum bottom filter valve - 1 no.

o. Explosion vent with double diaphragm and sight glass.

p. Buchholtz relay with shut off valve.

q. 100 mm dial magnetic oil level gauge with max pointer and low

level alarm contacts.

r. 150 mm dial oil temperature indicator (OTI) with max pointer and 2

sets of Contact for Alarm & trip.

s. 150 mm dial winding temperature indicator (WTI) with max pointer

& 2 sets of contacts for alarm & trip.

r. Magnetic oil level indicator with annunciation.

t. Marshalling box with GLS lamp point and 15A switchsocket oulet

point with watertight lockable cover lid.

NOTE :- Item shall be suitable for termination of multicore

(minimum 6 core 2.5 sq.mm. Copper ) conductor armoured

cable connecting between respective equipment to terminal

block in marshalling box to annunciation window panel and to

main breaker as required. (The Transformer losses shall not be

more than maximum allowable losses as per IS Code:1180 )

MRE- 1 COMPACT SUBSTATION - 1 described as above. Set 2,232,932.00 1 2,232,932.00

Supply, Installation, Testing & Commissioning of Battery Charger

Unit with provisions of "Boost Charging" and "Float Charging",

MRE- 2 suitable for 240V, single phase, AC, 50Hz supply system & 24V DC No 8,373.50 1 8,373.50

including providing required MCB for DC supply distribution to panel

complete as required.

Supply and fixing in position the approved "shock treatment charts"

MRE- 3 framed in teak wood frame and covered with glass in front as Nos 593.33 1 593.33

required in two languages (Hindi & English)

Supply & fixing of Mimic diagram for overall schematic of power

distribution complete as required.

Supply and fixing in position the best quality "Danger Boards" of

approved shape and size as specified by Local Electricity Authorities

written in English and Local languages.

Supply & Laying of non skid Electro mat 1 mtr wide and 3.0 mm thick

11 KV grade conforming to IS 15652 as required including cutting to

MRE- 6 required length complete as per requirement of local electricity RM 546.00 15 8,190.00

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Supply of fire buckets 5 nos. 15 litre capacity duly filled with fine sand

and fixed on an angle iron frame as per requirement of local

authorities. The fire buckets shall be painted red from outside and

white from inside, including lettered as FIRE with white colour with

extra handle at bottom.

Supply & Laying of non skid Electro mat 1mtr wide and 2.0 mm thick

11KV grade IS 15652 as required including cutting to required length

MRE- 8 complete as per requirement of local electricity authorities. RM 3,754.00 15 56,310.00

Supply of Rubber hand gloves 11KV grade, as per IS 4770-1968.

Supply of standard first aid box as approved by Indian red cross

MRE- 10 society/ St.John Ambulance Brigade and conforming to IS 2217- Set 2,093.60 1 2,093.60

Supply and laying of of following 1100V grade PVC insulated

armoured copper conductor control cables as per specification.(For

MRE- 11 HT Panel controls, Transformer Protection, PLC controls.)including

cost of termation.

MRE- 11.4 2C X 1.5sq.mm Cu. Shielded Cable RM 235.00 30 7,050.00

Supply and laying of 11KV grade cross linked polyethylene (XLPE)

MRE- 12 armoured, earthed aluminum conductor cables complete as required

and as per specification.

Supplying and making outdoor cable end termination with heat

shrinkable jointing kit complete with all accessories including lugs

MRE- 13 suitable for 3 core, 185 sq.mm, XLPE aluminium conductor cable of Nos. 22,795.00 2 45,590.00

11KV grade as required.

SUPPLY & INSTALLATION OF MAIN LT/DG/CAPACITOR PANEL

Design, manufacture, supply,including supervision during installation,

testing and commissioning of the following extensible cubicle type

indoor mounting, dead front, fully compartmentalised with hinged

lockable detachable front & back openable, dust and vermin proof,

floor mounting sheet steel clad switchboard fabricated out of 2 mm

thick CRCA powder coated sheet steel suitable for use at 415 volts 3

MRE-14 phase 4 wire 50 cycle system and to withstand a symmetrical fault

level of 50 KA at 415 volts. Panels shall be fabricated in easily

transportable sections, length, height, depth etc. to match with site

condition. All incomer breaker and Bus Couplers shall be interlocked

electrically as shown in SLD and specifications.

The following provisions shall be required to be made in the Main LT

Panel as detailed below:

a. The Switchboards shall have provision to accommodate all cables

from the bottom /top as required.

b. All live accessible parts shall be shrouded with 1mm thick

polycarbonate/3 mm thick FRP sheet and all equipment shall be

finger touch proof. The busbar insulation shall be with heat

shrinkable sleeves according to the colour code. SMC shrouds and

busbar supports shall be used. All MCCB door handle shall be

interlocked and lockable in OFF position.

c. Galvanised hardware with zinc passivation shall be used in

fabrication of Switchboards.

d. Suitable Aluminium earth bus to be provided throughout the length

of Switchboards.

e. All indication lamps / illuminated push buttons shall be LED type.

f. All incomer meters of Main LT Panel shall be multifunction &

should have all the electrical parameters like Ampere, KW, KVAR,

KWH, PF, Frequency etc.

g. Coil of all motor starters shall be fed from 440 V / 230 V Control

h. 2A SP MCBs shall be used as backup protections.

i. All MCCBs shall be variable plug setting type with thermal

magnetic up to 200 A rating and with microprocessor based releases

above 250 A rating, line load reversibility, Ics = 100% Icu,& rotary

All control& power wiring shall be brought out up to the cable alley in

the terminal blocks.

j. All incomer ACBs of Main LT Panel shall be with microprocessor

based releases (O/C, S/C & E/F)

k. All rear door of Main LT Panel shall be almirah type with lockable

l. Space heater shall be provided with thermostat with 6A MCB as

backup protection in each section of Main LT Panel controlled with

feeder 20 A DP MCB 10 KA.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

m. An approval shall be taken for each panel before manufacturing.

n. Provision for providing 230V or 24V supply for Dual KWHr

metering when any or all DG are in operation

o. One separate compartment of minimum size 400 x 900 mm for

power management system of D.C.U.'s with control wiring as per

following specification and control wiring scheme:

p. Control wiring shall be looped from each energy meter till DCU's

compartment for sending DCU register change command from data

q. Provision of one 6/16 amp socket & compartment lighting for each

vertical section of main panel.

r. 5 nos extra of each R,Y,B,G,A colour indicating lamp and

illuminated push buttons and normal push button shall be provided

with main LT panel

s. MIMIC diagram shall be for Main LT panel as per below:

MIMIC shall be made of polycarbonate sheet of 5 mm thickness fixed

on acylic sheet of 2mm thick.the size of panel shall be such that the

diagram can be visualized from 5 to 6 meter distance. The panel

shall display complete single line diagram of Main LT Panel. this line

diagram shall be made from luminous non fading materials to glow in

dark and each breaker legend shall be provided with bi-colour LED

lights to show the ON/OFF status of the respective feeder (Incomers /

t. All CT shall be cast resin type. Class - 3 CT shall be provided up

to 60 amp and above that the CT shall be Class - 1.

u. All breaking Capacity for ACB to be Ics=100%Icu and Icw for 1

v. All breaking Capacity for MCCB to be Ics=100%Icu.

w. All MCB to be C Curve

x. Addiional CT's if required for REF of suitable rating burden / class

shall be supplied by the Contractor / Panel Manufacturer.

MAIN LT PANEL PART

TRANSFORMER MCCB INCOMING (315 KVA)

1 Nos. 630 Amps, 36KA, 433 volt 4-P, MCCB complete with micro

processor based tripping mechanism, shunt release (24V DC), earth

fault release and inbuilt O/C & SC releases (Microprocessor based)

having variable range with time lag facility to acheive discrimination.

Required Interlocking with other incomers to be provided as per

Interlocking / operation scheme indicated in Drawing No.-

PKV/SLD/001. The MCCB shall have suitable arrangement for

termination of Al. Ar. XLPE Cables on incoming side and outgoing

side, complete with following for each MCCB:

a. Digital flush type class -1.0 accuracy multifunction meter with RS-

485 communication port with 3 Nos. current transformers of 630/5

ratio, 15 VA Class 1.0 for metering.

b. 6 nos NO/NC contacts for remote opening & closing.

c. Red/Green/Amber ON/OFF/TRIP indicating lamps with 2A SP

MCB backup protection.

d. 1 set of three phase indicating lamps along with 2A SP MCB

backup protection.

e. Spring charge & DC supply healthy indicating lamp with 2A SP

MCB backup protection.

f. 1 Nos. current transformer of 630/5A ratio Class 1.0, 15 VA

Burden for PF correction relay.

g. Motor wound spring closing mechanism.

h. Suitable arrangement to receive incoming cable of 2 Runs of 3.5C

x 240 sq. mm "Al." XLPE conductor .

i. T-N-C Breaker control switch

j. Control MCB, control terminals& wiring as required.

k.One auto/manual selector switch

l. Combined Under voltage and over voltage relay ,3 Phase with

Time delay setting.

m. Restricted Earth Fault Relay ,

n. 1 Nos. current transformer of 630/5A ratio Class PS 15 VA

Burden to be supplied loose to mount in Transformer

o. One Nos. 20 KVAR capacitor bank MPPH type along with 63 A TP

MCCB, 16 KA service breaking capacity for direct connection, along

with ON indication lamp.

DG MCCB INCOMING 320 KVA

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

630 Amps, 36KA, 415 volt 4-P, MCCB complete with micro

processor based tripping mechanism, shunt release (24V DC), earth

fault release and inbuilt O/C & SC releases (Microprocessor based)

having variable range with time lag facility to acheive discrimination.

Required Interlocking with other incomers to be provided as per

Interlocking / operation scheme indicated in Drawing No.-

PKV/SLD/001. The MCCB shall have suitable arrangement for

termination of Al. Ar. XLPE Cables on incoming side and outgoing

side, complete with following for each MCCB:

a. Digital flush type class -0.5 accuracy multifunction meter with RS-

485 communication port for measurement of THD, KVARH KW,

KWH, KVAR, PF, V, A, Hz , equivalent to EM6400, with 3 Nos.

current transformers , 630/5A required ratio, 15 VA Class 0.5. FOR

b. 6 nos NO/NC contacts for remote opening & closing.

c. Red/Green/Amber ON/OFF/TRIP indicating lamps with 2A SP

MCB backup protection.

d. 1 set of three phase indicating lamps along with 2A SP MCB

backup protection.

e. Spring charge & DC supply healthy, DG set on, ACB ON indicating

lamp with 2A SP MCB backup protection.

f. Motor wound spring closing mechanism.

g. Suitable arrangement to receive incoming cable of 2 Runs of 3.5C

X 240 sq. mm "Al." XLPE conductor.

h. T-N-C Breaker control switch

i. Control MCB, control terminals& wiring as required.

j. Combined Undervoltage & Overvoltage relay 3 phase with time

delay setting, Reverse Power relay.

k. One auto/manual selector switch

l. one set of push buttons for DG start, DG Stop Reset & Emergency

m. One 16 amp automatic Battery charger with inbuilt facility of trickle

/ boost & consisting of :

n. DC Ammeter (0-630)Amp.

o. DC Voltmeter.(0-630)V

p. Charger ON, OFF indications .

q. 1 Nos 6 Window microprocessor based annuciation panel (for

each D.G. set) for following indications & Buzzer :

DC supply failure

Electrolytic high conductivity aluminium three phase and neutral

busbars rated at 800 amps, 36KA, insulated with heat shrinkable

coloured PVC sleeves & clip on shrouds for joints. Current density of

Bus Bar to be 1.2 sq.mm / amp. Neutral Bus Bar shall be 50% of

a. 1 No. 200 Amps 25 KA 440 volt FP, MCCB with overcurrent,earth

fault and short circuit releases each complete with:

i. ON / OFF indicating lamps with MCB as backup protection.

ii. RYB Phase Indication Lamp with MCB as backup protection.

b. 1 Nos. 160 Amps 25KA 440 volt FP, MCCB with

overcurrent,earth fault and short circuit releases each complete with:

i. ON / OFF indicating lamps with MCB as backup protection.

ii. RYB Phase Indication Lamp with MCB as backup protection.

c. 1 No. 125 Amps 25KA 440 volt FP, MCCB with overcurrent,earth

fault and short circuit releases each complete with:

i. ON / OFF indicating lamps with MCB as backup protection.

ii. RYB Phase Indication Lamp with MCB as backup protection.

d. 6 No. 63 Amps 16KA 440 volt ,FP, MCCB with overcurrent,earth

fault and short circuit releases each complete with:

i. ON / OFF indicating lamps with MCB as backup protection.

ii. RYB Phase Indication Lamp with MCB as backup protection.

1 No. 200 Amp. 4P MCCB.

1 No. 63 Amp. 4P MCCB.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Capacitor Bank Inbuit with following:-

a. 1 Nos. 315 Amps 36 kA 440 volt TP MCCB with heavy duty solid

detachable neutral link with overcurrent and short circuit releases

i. RYB Phase Indication Lamp with MCB as backup protection.

ii. ON / OFF indicating lamps with MCB as backup protection.

b. Indicating lamp in (each 50/50/20/10/5/5 KVAR) capacitor

chamber unit to indicate "ON"/"OFF" status of capacitor unit. (140

c. Stepped relay(APFCR) with 6 steps (each to be of 50/50/20/10/5/5

KVAR) for automatic power factor correction having facility to change

the sequence of switching 'ON' the capacitor banks as required. The

program of APFCR shall be re settable to enable sequance of

ON/OFF of individual bank, so that the end unit of capacitor bank is

not kept idle for long.

d. 6 Nos. of capacitor duty contactors

e. 2 Nos. 50 KVAR MPP type heavy duty capacitor banks.

f. 2 Nos. 125A TP MCCB of 25 KA service breaking capacity with

heavy duty solid detachable neutral link

g. 1 Nos. 20 KVAR MPP type heavy duty capacitor banks.

h. 1 Nos.63A TP MCCB of 16 KA service breaking capacity with

heavy duty solid detachable neutral link

i. 1 Nos. 10 KVAR MPP type heavy duty capacitor banks.

j. 1 Nos. 32A TP MCB of 16 KA service breaking capacity with heavy

duty solid detachable neutral link

k. 2 Nos. 5 KVAR MPP type heavy duty capacitor banks.

l. 2 Nos. 16A TP MCB of 10 KA service breaking capacity with heavy

duty solid detachable neutral link

m. 6 Sets of Push button stations 'RED' and 'GREEN' push buttons

for manual operation of capacitors.

n. 6 Nos. selector switches for changing automatic to manual

operation of capacitors.(A/M)

Enclosure of capacitor panel shall be liberally designed to take care

of internal heat emission by capacitor unit without forced cooling and

to limit the temperature rise with in permissible limit. However,

louvers are allowed to facilitate extra cooling.

i. 26 KA fault level continous Al Earth Bus shall be part of Panel

for full length of panel

ii. 1 set of 32 amp 4P MCB with wiring upto compartment of

D.C.U.'s along with 1 mm sq wire for all RS-485 communication

port of KWH meter to D.C.U.'s compartment.

Main LT / Capacitor Panel as described as above and as per

specification complete in all respects.

DISTRIBUTION PANELS

Design, manufacture, supply,including supervision during installation,

testing and commissioning of 2 mm thick MS sheet steel fabricated

cubicle type Panel dust and vermin proof complete with hinged and

lockable doors . The Sheet Steel shall under go minimum eight tank

treatment followed by finishing treatment of powder coating with 70

micron minimum thickness. All the panels shall be floor mounted and

dead front construction complete with interconnections. Protection of

Feeder pillar shall be IP55.

a. The panels shall be FRONT operated, with cable entry from the

top. Earth bus shall be part of the panel.) (All MCB to be "C" Curve)

b. The following provisions shall be required to be made in the

Distribution Panel as detailed below:

i. All live accessible parts shall be shrouded with 1mm thick

polycarbonate/3 mm thick FRP sheet and all equipment shall be

finger touch proof. The busbar insulation shall be with heat

shrinkable sleeves according to the colour code. SMC shrouds and

busbar supports shall be used. All MCCB door handle shall be

interlocked and lockable in OFF position.

ii. Galvanised hardware with zinc passivation shall be used in

fabrication of Switchboards.

iii. Suitable Aluminium earth bus to be provided throughout the length

of Switchboards.

iv. All indication lamps / illuminated push buttons shall be LED type.

v. Coil of all motor starters shall be fed from 440 V / 230 V Control

vi. 2A SP MCBs shall be used as backup protections.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

vii. All MCCBs shall be variable plug setting type with thermal

magnetic up to 630 A rating and with microprocessor based releases

above 630 A rating, line load reversibility, Ics = 100% Icu,& rotary

viii. All control& power wiring shall be broughtout upto the cable alley

in the terminal blocks.

ix An approval shall be taken for each panel before manufacturing.

x..Provision of one 6/16 amp socket & compartment lighting for each

vertical section of main panel.

xi, All breaking Capacity for ACB to be Ics=100%Icu and Icw for 1

xii. All breaking Capacity for MCCB to be Ics=100%Icu.

xiii. All MCB to be C Curve and All MCCB above 200A shall be with

micro processor type release.

MRE-15 UPS PANEL

1 no. of 63 Amp FP MCCB of 25KA breaking capacity.

Metering for incoming:

Digital Multifunction meter with RS-485 communication port for

measurement of PF, V, A & Hz , equivalent to EM6459,with CT as

Phase indicating lamps RYB with 2 Amps SP MCB back up.

ON / OFF indicating lamps

Electrolytic high conductivity copper three phase and neutral busbars

rated at 80 Amps, insulated with heat shrinkable coloured PVC

sleeves & clip on shrouds for joints. Current density of Bus Bar to be

1.3 sq.mm / amp.

1 Nos. of 63 Amp FP MCB of 10KA breaking capacity.

3 Nos. of 40 Amp DP MCB of 10KA breaking capacity.

1 Nos. 40 Amps DP MCB, 10KA

UPS PANEL as described above . Set 87,224.00 1 87,224.00

MRE-16 LIFT PANEL

1 No. of 63 Amp FP MCCB of 16KA breaking capacity.

Metering for incoming:

Digital Multifunction meter with RS-485 communication port for

measurement of PF, V, A & Hz , equivalent to EM6459,with CT as

Phase indicating lamps RYB with 2 Amps SP MCB back up.

ON / OFF indicating lamps

Electrolytic high conductivity copper three phase and neutral busbars

rated at 80 Amps, insulated with heat shrinkable coloured PVC

sleeves & clip on shrouds for joints. Current density of Bus Bar to be

1.3 sq.mm / amp.

2 Nos. of 63 Amp FP MPCB of 16KA breaking capacity.

2 Nos. of 40 Amp TP MCB of 10KA breaking capacity.

1 No. of 40 Amp DP MCB of 10KA breaking capacity.

1 No. 63 Amps FP MPCB, 16KA

1 No. 40 Amps TP MCB, 16KA

LIFT PANEL as described above . Set 87,224.00 1 87,224.00

FLOOR PANEL FOR GROUND & FIRST FLOOR (VTPN - 1&2 )

1 no. of 200 Amp FP MCCB of 25KA breaking capacity.

Metering for incoming:

Digital Multifunction meter with RS-485 communication port for

measurement of PF, V, A & Hz , equivalent to EM6459,with CT as

Phase indicating lamps RYB with 2 Amps SP MCB back up.

ON / OFF indicating lamps

Electrolytic high conductivity copper three phase and neutral busbars

rated at 250 Amps, insulated with heat shrinkable coloured PVC

sleeves & clip on shrouds for joints. Current density of Bus Bar to be

1.3 sq.mm / amp.

3 Nos. of 63 Amp FP MCB of 16KA breaking capacity.

2 Nos. of 40 Amp FP MCB of 16KA breaking capacity.

3 Nos. 40 Amps FP MCB, 10KA

FLOOR PANEL as described above . Set 80,000.00 2 160,000.00

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRE-18 FLOOR PANEL FOR SECOND FLOOR (VTPN - 3 )

1 no. of 125 Amp FP MCCB of 25KA breaking capacity.

Metering for incoming:

Digital Multifunction meter with RS-485 communication port for

measurement of PF, V, A & Hz , equivalent to EM6459,with CT as

Phase indicating lamps RYB with 2 Amps SP MCB back up.

ON / OFF indicating lamps

Electrolytic high conductivity copper three phase and neutral busbars

rated at 160 Amps, insulated with heat shrinkable coloured PVC

sleeves & clip on shrouds for joints. Current density of Bus Bar to be

1.3 sq.mm / amp.

2 Nos. of 63 Amp FP MCB of 16KA breaking capacity.

2 Nos. of 40 Amp FP MCB of 16KA breaking capacity.

3 Nos. 40 Amps FP MCB, 10KA

FLOOR PANEL as described above . Set 80,000.00 1 80,000.00

MRE-19 COMMON AREA PANEL

1 no. of 63 Amp FP MCCB of 25KA breaking capacity.

Metering for incoming:

Digital Multifunction meter with RS-485 communication port for

measurement of PF, V, A & Hz , equivalent to EM6459,with CT as

Phase indicating lamps RYB with 2 Amps SP MCB back up.

ON / OFF indicating lamps

Electrolytic high conductivity copper three phase and neutral busbars

rated at 80 Amps, insulated with heat shrinkable coloured PVC

sleeves & clip on shrouds for joints. Current density of Bus Bar to be

1.3 sq.mm / amp.

3 Nos. of 40 Amp FP MCB of 16KA breaking capacity.

2 Nos. 40 Amps FP MCB, 10KA

COMMON AREA PANEL as described above . Set 80,000.00 1 80,000.00

SUPPLY AND INSTALATION, CABLES, EARTHING & CABLE

Supply and laying of following sizes of 1.1 KV XLPE insulated

Aluminium conductor armoured cables complete as required and as

MRE-20 per specifications with cost of indoor/outdoor terimantion.

MRE-20.1 3.5 x 240 sq.mm. Aluminium Cable RM 1,550.00 500 775,000.00

MRE-20.2 3.5 x 120 sq.mm. Aluminium Cable RM 650.00 300 195,000.00

MRE-20.3 3.5 x 95 sq.mm. Aluminium Cable RM 600.00 300 180,000.00

MRE-20.4 3.5 x 50 sq.mm. Aluminium Cable RM 600.00 300 180,000.00

MRE-20.5 3.5 x 25 sq.mm. Aluminium Cable RM 300.00 1000 300,000.00

MRE-20.6 4C x 16 sq.mm. Aluminium Cable RM 250.00 1250 312,500.00

Supply and installation of maintenance free Chemical Earthing using

Electrode of size 23.2 mm dia, 03 meter long connected with 50X6

mm Copper internal strip complete with excavation, civil works, cast

MRE-21 iron cover with back fill compound. The voltage between Neutral & Nos. 5,582.30 4 22,329.20

Earth not to exceed 0 volts & IR value less than 1 ohm. The earth

resistance shall be as per IS 3043

Supply and installation of maintenance free Chemical Earthing using

Electrode of size 17.2 mm dia, 03 meter long connected with 25X5

mm Copper internal strip complete with excavation, civil works, cast

MRE-22 iron cover with back fill compound. The voltage between Neutral & Nos. 4,884.55 14 68,383.70

Earth not to exceed 0 volts & IR value less than 1 ohm. The earth

resistance shall be as per IS 3043

Supply and installation of maintenance free Chemical Earthing using

Electrode of size 17.2 mm dia, 03 meter long connected with 50X6

mm Copper internal strip complete with excavation, civil works, cast

MRE-23 iron cover with back fill compound. The voltage between Neutral & Nos. 4,884.55 8 39,076.40

Earth not to exceed 0 volts & IR value less than 1 ohm. The earth

resistance shall be as per IS 3043

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Supply and laying in position the following GI tape/wires including

providing all fixing accessories and effecting proper connections

including clamping to wall with suitable clamp / Saddle and fixing

MRE-24 bolts / Soldering / rivetting in ground including the cost of digging &

back filling as required & complete as required to comply with IS

3043. All joints shall be tinned.

25 x 5 mm GI tape

50 x 6 mm GI tape

50 x 6 mm CU tape

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray (Galvanisation thickness not less than 50

microns) with perforation not more than 17.5%, in convenient

MRE-25 sections, joined with connvectors, suspended from the ceiling with

G.I. suspenders including G.I. bolts & nuts, etc. as required.

MRE-25.1 600 mm width X 75 mm X 2.0 mm thickness RM 1,955.00 120 234,600.00

MRE-25.2 225 mm width X 75 mm X 2.0 mm thickness RM 2,270.00 80 181,600.00

DIESEL GENERATING SETS:

MRE-26 DG SETS

Design, manufacturing, testing at works, supply installation, testing

and commissioning of DG Set of following rating for site conditions,

complete with latest CPCB complient Diesel Engine base frame, lube

oil system, Radiator, required batteries, governor, instrumentation,

day service fuel tank, exhaust silencers including Aluminium

cladding, alarms, engine mounted control panel, utility piping, anti

vibration pads, Alternator (Stamford/AVK SEGC) direct coupled to

Engine along with static excitation system and AVR panel and all

required accessories complete as required and as per

specifications.The scope of work does not include AMF panel,

cabling and earthing. Cable Box to be provided for termination of

required Al. Cable.

The DG Set shall be provided with geneset controller as also

mentioned above for AMF / Auto / Manual synchronising, Auto load

sharing and having electrical and mechanical parameter monitoring,

electrical protection (under and over frequency and voltage, over load

(KW), over current, short circuit, reverse power, excitation failure,

AMP sentry protection.

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

commissioning of Acoustic Enclosure for the DG Set mentioned in

the Item above including required ventilation system complete as

required and as per specification.

MRE-27 EXHAUST SYSTEM

Supply, laying and fixing of following sizes of MS B Class piping(

Tatas, Jindal (Hissar), IST) with bends etc. for Exhaust of DG Sets

including providing suitable self supporting arrangement etc. and

supplying & fixing 75 mm thick mineral wool insulation of 150 Kg per

cubic meter density on all sides of Exhaust pipe and silencer with

chicken mesh wrapping and aluminium cladding with aluminium

sheet of 26 SWG,suitable for outdoor installation complete as

required and as per specification. (Refer Layout enclosed) The DG

Exhaust shall be taken along the building supported from the wall

however scope includes building required structure for crossing the

MRE-27 1X125mm NB MS pipes RM 2,150.00 40 86,000.00

Note :- The rates in 2.1 shall include guide support, expansion joints

& wherever required.

Supply & Fixing of miscellaneous structural support for horizontal/

MRE-28 vertical exhaust piping including fabrication, hardwares and painting Kg 134.00 2,000 268,000.00

as per drawing and as per manufacturer recommendation.

EXTERNAL LIGHTING

Installation of 7m high street light pole including installation of street

light fitting (Cost of fitting not to be considered here) with all

accessories and supply & making foundation of reinforced cement

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

MRE-29 40mm nominal size) including 2Nos. supply and laying of 50mm PVC Nos. 6,066.00 12 72,792.00

pipe from ground to terminal box including excavation and refilling,

including positioning of template & foundations bolts (supplied with

pole to match with pole base plate) complete as required and as

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Supplying and fixing of GI Octagonal Single arm decorative design

40 mm dia X 1.0 Meter long provided with 35-55 micron Anti rust

coating & PU (PolyUrethane) Painted, the arm coating includes red

MRE-30 oxide and PU synthetic paint coatings in 2 layers for mounting of LED Set 2,323.00 12 27,876.00

street light & flood light fitting including bracket with nuts, bolts and

washer for mounting on pole top complete as required.

Supply of Solar integral AIO (All-in-One) streetlight with high

pressure die-cast (LM6 Alloy) Aluminium housing, reliable &

robust construction with IP65 & IK08 protection, suitable for OD

50/60mm bracket, having Min 4500 system lumens, suitable for

24hrs (2 Nights) Autonomy. The luminaire should work on

Hybrid mode with priority for solar, in case solar charging is not

available then it should automatically switch to AC grid supply for

reliable operation. Dimming Profile: From Dusk – First 04 hours full

brightness level • Next fixed at 30% Brightness level

• Lithium Pherrophosphate Battery capacity min [email protected]

or 256Wh & Battery Temp range -10 to +50℃. Panel capacity

min 60Wp, CRI >=70, System Efficacy >150lm/W, & system

wattage should not be more than 40W ± 2%, if wattages

increases then the size of battery & panel shall also be

increased in similar percentage to maintain equal autonomy of the

MRE-31 system. The fixture should have designed for street light application Nos. 40,500.00 12 486,000.00

& should have flexible angle of mounting from 0-15 Degree for

divers geographical condition. Life class of LED System

50000hrs@L70. LED CE

Certified, charger efficiency >90% and standards IEC62109-1,

IEC61547, CISPR15, IEC62093, IEC61347-2-13, EN50530,

IEC62384 or equivalent BIS Standards. The PV module should be

made up of crystalline silicon solar cells "Mono-Crystalline" and must

have a certificate of testing conforming to IEC 61215 Edition II / BIS

14286 & IEC 61730-1,2 IEC60598, Operating temp -10 Degree C to

50 Degree C, certifying above given parameters all reports shall

be from In-house NABL or IECQ or any

international accredited Laboratory..

Supply of 10W LED Bollard having lumen not less than 855 lumens

with luminaire efficacy of not less than 95 lumens per watt, lumen

maintenance of 70% at the end of 50000 burning hours with constant

current driver output, Power Factor ≥0.95 & THD <10%,

CRI>70,neutral white light and made of GI pipe bottom housing the

control gear Speen Aluminium dome shaped type cover with

cylindrical dome shaped top cover, overall length of bollard to be

minimum of 600 mm, operating range 150V – 270V, 50Hz AC supply,

inbuilt driver with surge protection ≥10KV. The luminaire shall be

minimum IP:65 protected. LED shall have reverse polarity, open and

short circuit protection.

Supply, Installations, testing & commissioning of 30W LED Post Top

Light with high pressure die cast Aluminium/ standard alloy/ CRCA

housing with Polycarbonate diffuser with integral constant current

driver input operating voltage range 150V – 270V 50Hz AC supply,

prewired upto the terminal block. System lumen output ≥ 4500

MRE-33 lumens with luminaire efficacy ≥ 100lm/W, lumen maintenance of Nos. 16,000.00 4 64,000.00

70% at the end of 50000 burning hours, CCT of 5700K - 6500K,

PF≥0.95, CRI≥70, THD<10%, surge protection of ≥ 10kv and IP≥65

protected. LED shall have reverse polarity, open and short circuit

Supply, Installation, Testing & Commisioning of 10W LED GATE

LIGHT with high pressure die cast aluminium/ standard alloy with

Polycarbonate diffuser with integral constant current driver input

operating voltage range 150-270 50Hz AC supply, prewired upto the

terminal block, IP65 protected.

Supply, installation, testing & commissioning of 8W LED SPIKE

LIGHT luminaire with compact, aesthetic, pure polyester powder

coated Die cast Aluminium housing and in built electronic driver with

2kV surge protection, 2Way 10 Amps GFP mains connector, high

efficiency COB LED mounted on black anodised aluminium heat sink

for effective heat dissipation with front maintainable with vandal

resistant toughened glass giving access to driver and LED conforms

to IS 10322, special high efficiency optical grade UV stabilized

engineering plastic reflector, Beam Angle 36°, with a nominal system

lumen output of 600 lumens , Power factor 0.9 or higher. The

luminaire shall meet IP67 rating.

Supply, laying, testing and commissioning of following size PVC

insulated copper conductor 1100 V grade armored cable including

MRE-36 excavation sand filling providing brick protection, back filling of earth,

watering, ramming and consolidating of earth, complete:

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRE-36.1 4 x 10 sq.mm. Aluminium Cable RM 220.00 200 44,000.00

MRE-36.2 3CX1.5 sq.mm. Cu. Un.Ar. Flexible cable RM 85.00 200 17,000.00

Wiring with 3 x 2.5 sq. mm. PVC insulated copper conductor 1100 V

MRE-37 grade wires in existing pole including connecting at the lighting RM 98.00 150 14,700.00

fixtures complete.

Providing, installation of 200 x 150 x 125 mm polycarbonate weather

proof (IP-55) junction box and DP MCB’s and terminal block.

Supplying and laying cable through GI/PVC pipe upto junction box

including excavation and back filling, wiring with 2 x 2.5 sq.mm PVC

insulated 1100 volts grade copper conductor wires from junction box

to lighting fixture complete.

Feeder Pillar. (External Lighting)

Design, manufacture,Supply, Installation, testing and commissioning

at works of Single door panel fabricated with minimum 2mm thick

CRCA sheet, Conform to IS Specification, with IP-55 enclosure

protection, as per IS-2137(Revised), floor mounting free standing on

a suitable massanory pedestal outdoor type panel,provided with

MRE-39 hinged detachable and lockable outer opening doors with the

following incoming/outgong MCCB/ MCBs mounted therein including

making connections/ interconnections, earthing, painting etc. as

required.The panel shall have canopy arrangement on the top.All

MCB to be C curve .

EXTERNAL LIGHTING D.B.

Outgoing (All MCB shall be suitable for motor duty & with heavy duty

detachable solid neutral link ):

12 Nos. 25A DP MCB 10 KA breaking capacity controlled by and

including providing 40 DP MCB, 40 A DP contactor and Timer.

EXTERNAL LIDHTING DB- X described as above and all as per

SOLAR POWER PLANT

Supply, Installation, Testing and Commissioning of ongrid Solar

Photovoltaic Power Plant conforming to MNRE specifications as

amended, consisting of Mono/Poly Crystalline silicon solar cells, net

metering facility, necessary protections, earthing, mounted on

Aluminium/GI structure of suitable strength with following

components complete as required:-

a) Solar Photovoltaic Module of capacity 550 Wp or above,

manufactured in India,

conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC

61730-Part-2. Solar

Photovoltaic Module conversion efficiency shall not be less than

16.5%. PV modules used in solar power plants/ systems must be

warranted for their output peak watt capacity, which should not be

less than 90% at the end of 10 years and 80% at the end of 25 years.

b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage

MRE-40 range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output KWp 65,000.00 80 5,200,000.00

voltage suitable to generate AC Power with efficiency not less than

97%, total harmonic distortion less than 3% and suitable for ambient

temperature from 0 to 50 degree C. The PCU shall adjust the voltage

and frequency level to suit the Grid Voltage Frequency.

c) Data Monitoring System complete with accessories.

d) Fixing of Array junction box & Main junction box with IP 65

protection and termination arrangement for incoming and outgoing

cable along with glands, lugs and other accessories etc. as required.

e) Lightning and surge voltage protection.

f) Connections & Interconnections by supplying & fixing required size

XLPE insulated copper conductor 1.1 kV grade armoured power and

control cables between solar modules, main power cable to grid

supply PCU unit along with supplying & fixing of necessary

channel/conduit lugs and other accessories etc. as required.

TOTAL EXTERNAL ELECTRICAL 16,441,792.40

INTERNAL ELECTRICAL

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

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

in surface / recessed medium class PVC conduit, with modular

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

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

Wiring for light point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable in

surface/recessed medium class PVC Conduit, controlled by required

MRE-41 capacity MCB in MCB Box and earthing the point with 1.5 sq.mm Point 1,310.00 32 41,920.00

FRLS PVC insulated copper conductor single core cable etc. as

required without cost of MCB.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Wiring for circuit/ submain wiring along with earth wire with the

1.14 following sizes of FRLS PVC insulated copper conductor, single core

cable in surface/recessed medium class PVC conduit as required.

1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 334.00 1950 651,300.00

1.14.5 2 X 10 sq.mm + 1 X 6 sq. mm earth wire Metre 570.00 8.8 5,000.00

Supplying and drawing following pair 0.5 mm dia FRLS PVC

insulated annealed copper conductor, unarmored telephone cable in

existing surface/recessed steel/ PVC conduits as required.

Supplying and fixing of following sizes of medium class PVC conduit

1.21 along with accessories in surface/recess including cutting the wall

and making good the same in case of recessed conduit as required.

Supplying and fixing following modular switch/ socket on the existing

1.24 modular plate & switch box including connections but excluding

modular plate etc. as required.

1.24.6.1 Telephone socket outlet Each 148.00 33 4,884.00

Supplying and fixing following size/ modules, GI box alongwith

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

required. (For telephone)

Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess, including providing and fixing 3

pin 5/6 A Modular socket outlet and 5/6 A modular switch,

connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess, including providing and fixing 2

nos. 3 pin 6/13 A Universal socket outlet and 1 nos. 20A modular

switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess, including providing and fixing 1

no. 6/13 A Universal socket outlet and 1 no. 13A modular switch,

connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and

cover in front on surface or in recess, including providing and fixing 6

pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,

connections etc. as required.

Wiring for fan point with 1.5 sq.mm FRLS PVC insulated copper

conductor single core cable in surface / recessed medium class PVC

Conduit, with modular switch with step fan regulator, modular plate,

MRE-46 suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC Each 1,550.00 166 257,300.00

insulated copper conductor single core cable etc. as required

including circuit wiring of 2x1.5 Sq. mm+ 1x1.5sqmm.

Wiring for group controlled (looped) light point/fan point/exhaust fan

point/ call bell point (without independent switch etc.) with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable in

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

FRLS PVC insulated copper conductor single core cable etc. as

Supplying and fixing following way, horizontal type single pole and

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

2.3 recess, complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including earthing etc.

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

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 V, on surface/

2.4 recess, complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including earthing etc.

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

MRE-47 12 way (4 + 36), Double door Each 9,685.92 8 77,487.36

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles

in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing following rating, double pole, 240V, isolator in

2.12 the existing MCB DB complete with connections, testing and

commissioning etc. as required.

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Supplying and fixing following rating, four pole, 415V, isolator in the

2.13 existing MCB DB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing following rating, double pole, (single phase and

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

sensitivity current 30mA in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

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

neutral), 415V, residual current circuit breaker (RCCB), having a

sensitivity current 30mA in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

Supply, Installation & testing of following type led Compact light

fixtures, on wall/ Ceiling including all fixing accessories, etc

MRE-48 complete as required. The led shall be complete with Low loss

copper driver all prewired upto the terminal block. All fixtures shall

be supplied with lamps as required

MRE-48.1 15W square led panel light Each 643.00 347 223,121.00

MRE-48.2 20W SFTL LIGHT Each 490.00 42 20,580.00

MRE-48.3 18W wall mount tubelight Each 349.00 50 17,450.00

MRE-48.4 10W MIRROR LED LIGHT Each 255.00 33 8,415.00

MRE-48.5 15W surface ceiling light Each 1,032.00 151 155,832.00

MRE-48.6 12W surface ceiling light Each 723.60 67 48,481.20

Supply, Installation, Testing and Commissioning of 1200 mm sweep,

BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)

Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2

nos. canopies, shackle kit, safety rope, copper winding, Power Factor

not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air

19.1 delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374- Each 2,730.00 166 453,180.00

2019),THD less than 10%, remote or electronic regulator unit for

speed control and all remaining accessories including safety pin, nut

bolts, washers, temperature rise=75 degree C (max.), insulation

resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single

phase AC Supply, earthing etc. complete as required.

Supply and installation of heavy duty type exhaust fans of following

MRE-49 size sweep with gravity louvers shutters including all

accessories/installation materials required.

TOTAL INTERNAL ELECTRICAL 4,000,381.56

SITC of 5 MP Dome Camera, Resolution 3072X1728, IP66, IK10,

NEMA 4X, H.265, H.264 Compression, IR LED irradiation distance :

MRE-50 40 m (131 feet), Edge based analytics supported-Intruder Detection, Nos 20,004.00 41 820,164.00

Loitering Detection, Direction Detection, Scene Change Detection,

Object Detection, Cross Line Detection.

Supply, installation, testing and commissioning of Professional grade

Network Video management recorder, comprising 64Ch. NVR to

record output of all cameras mentioned above with 1920x1080p

resolution @30FPS, Third-party IP camera supported, H.264/265

Compression - Up to 5 Megapixels resolution recording, multiple

Hard Disk slot each having maximum storage capacity of 8 TB,

minimum of 30 days recording motion/continuous, 720p @ 25 FPS

Recorded view, and 1920x1080p @30FPS live view, 2 USB 2.0 or

3.0, HTTP Networkable, backup by USB/DVDWR, included

software, Client licenses and required Camera licenses complete as

per technical specifications and as required. All the components to

be of same make as Camera. NVR shall be BIS certified

Supply,Installation, Testing & Commisioning of 8TB HDD storage for

recording for 30 days at 30 FPS (Considerd 40TB)

MRE-53 SITC of following sizes of 240Volt POE Switch :

16CH POE Switch Nos 6,047.00 1 6,047.00

55" Ultra HD display for monitoring purpose of the servilance with

required mount details.

Supply of RJ-45 outlets near the cameras etc. all complete.

Make: Acctassi / Corning / Panduit

Supply,Installation, Testing & Commisioning of 6U rack with patch

panel, cable manager, PDU, fan etc. all complete.

MRE-57 Supply,Installation, Testing & Commisioning of HDMI 5 Mtr cable No. 2,001.00 1 2,001.00

Supply,Installation, Testing & Commisioning of Key Board & Mouse

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Supply, installation, testing and commossioning of 4 pair Cat 6 LAN

MRE-59 cable in medium class PVC Conduit Including ferruling (6 Digit)etc. RM 40.00 2500 100,000.00

complete as required.

Supplying and fixing of following sizes of medium class PVC conduit

DSR ITEM 1.21 along with accessories in surface/recess including cutting the wall

and making good the same in case of recessed conduit as required.

TOTAL COST OF CCTV 1,408,441.00

Supplying, installation, testing & commissioning of smoke detector

17.1.2 with builtin LED and mounting base complete with all connections Each 1,153.00 45 51,885.00

etc.as required.

Supplying, installation, testing & commissioning of manual call box of

17.1.4 ABS type in surface/recess with stainless steel chain & hammer Each 408.00 13 5,304.00

assembly complete with glass and push button etc. as required.

Supplying, installation, testing & commissioning fire alarm sounder

with facility to make announcement, mounted in A.B.S. box with

hinged cover plate & suitable for operation with amplifier i/c line

matching transformer etc. complete as required.

Supplying, installation, testing & commissioning of main control and

indicating panel made out of 16 SWG MS sheet to accommodate the

following items duly powder coated in approved colour with louvers

for ventilation, locking arrangement, audio and visual indication for

fire alarm and public address system, monitoring system including

connections, interconnections etc complete as required.

10 Zone panel for fire alarm system

250-Watt amplifier racks suitable for operation on 230V AC/24V DC

supply conforming to IEC-268-3 complete with all accessories as

required - 2 Nos. (one to act as standby) Talk back master station

with LED PTT (press to talk) push button for operation on 230V

AC/24 V DC supply conforming to IEC-268 for simplex mode of

operation/communication suitable for 20 Nos. talk back unit -1 set.

Announcement control desk suitable for selection of different zones

selectively and ON ALL CALL switch with visual indication etc.

complete as required -1 set.

Amplifier change over switch for inter changing amplifier -1 No.

Monitor panel for loudspeaker complete with output selector,

ON/OFF switch, fuse, visual indications etc. complete as required- 1

No. Gooseneck microphone with stand and ON/OFF switch- 1 No.

Main ON/OFF switch, fuse indication lamps, DC and AC voltmeters &

ammeters, terminal blocks etc. complete as required -1 set.

Battery charger trickle cum boost to take complete load of fire alarm

& PA system complete with all accessories including providing &

fixing of 2 nos. 12-volt, 60 AH each sealed maintenance free

batteries -1 set.

Supplying & laying of 2x1.5 sqmm fire alarm armoured cable,

600/1000V rated with annealed copper conductor having XLPE

insulation, steel wire armouring & FRLS outer sheath complete as

TOTAL COST OF FIRE ALARM 181,490.00

INTERNAL PLUMBING WORKS FOR CRC, JAMMU

SANITARY INSTALLATIONS

Providing and fixing white vitreous china extended wall mounting

water closet of size 780x370x690 mm of approved shape including

providing & fixing concealed cistern with flow rates of 3 and 6 ltr

MRP-1 adjustable to 2 and 4 ltr per flush with nuts, screws and rubber Each 26,000.00 21 546,000.00

gaskets complete in all respects with CP flush plate including seat

cover, and cistern fittings, nuts, bolts and gasket and making goods

to the wall etc complete.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as

per IS:13983 with C.I. brackets and stainless steel plug 40 mm,

including painting of fittings and brackets, cutting and making good

the walls wherever required :

17.10.1 Kitchen sink with drain board

Providing and fixing of sink mixer with maximum 3.8 LPM flow rate at

MRP-2 3 bar pressure swivel spout including cutting and making good the Each 3,435.00 1 3,435.00

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

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

mounted C.P. Brass automatic battery based infrared sensor based

tap of flow rate not more than 2.5 LPM and should be with IGBC

certification of approved quality and make, including painting of

fittings and brackets, cutting and making good the walls wherever

White Vitreous China Wash basin of required size with a 15 mm CP

Brass single hole basin mixer

Providing and fixing C.P. brass angle valve for basin mixture and

geyser points of Flow Rate Not more than 3.8LPM with IGBC

MRP-4 Certifficiation and of approved quality complete in All respect.

15 mm nominal bore Each 1,700.00 67 113,900.00

17.31 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 Each 1,607.95 20 32,159.00

18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT

Nuts, collar and bush of approved quality and colour.

18.74.1 15 mm nominal bore with 45 cm length Each 96.35 67 6,455.45

17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved

quality & make and as per the direction of Engineerin- charge. Each 1,034.80 25 25,870.00

17.34 Providing and fixing toilet paper holder :

Providing and fixing in position Health Faucet of min. 3.8 lpm flow

rate with 1 meter long Flexible Tube and wall hook along with IGBC

MRP-5 Certification and making goods to the wall complete in all respects. Each 2,500.00 21 52,500.00

Providing and Fixing ABS soap container of cap. 800L including

fixing to the wall with required accessories complete in all respect

MRP-6 nothing will be paid extra. Make:- Euronics or equivalent :- Cat No. Each 2,200.00 15 33,000.00

Providing and fixing Stainless steel (304) paper dispenser for wash

basin area capacity upto 450 C-fold type tissue paper and 600

MRP-7 Multifold tissue paper complete including fixing to the wall etc. Each 2,272.27 15 34,084.06

nothing will be paid extra complete in all respect.

Providing and fixing Stainless steel (304) wall mounted sanitary

napkin waste bin for wc area capacity upto 4.6L with inside steel liner

MRP-8 to remove the disposable of dimension 270X105X385 mm complete Each 1,037.70 12 12,452.37

including fixing to the wall etc. nothing will be paid extra complete in

Providing and fixing Stainless steel (304) touch free hand dryer for

wash basin area hand drying time should be less than 20 seconds

with motor brush type with dual ball bearing protection class IPX1 of

MRP-9 air speed not less than 95 m/s and blowing speed should be greater Each 1,207.98 15 18,119.75

than 270 cum/hrincluding fixing to the wall etc. nothing will be paid

extra complete in all respect.

Providing and fixing Stainless steel (304) swing type grab bar,

movable horizontally and vertically of diameter 50mm for wash basin

MRP-10 area complete including fixing to the wall etc. nothing will be paid Each 1,179.60 8 9,436.82

extra complete in all respect

Providing and fixing Stainless steel (304) U shaped type twin grab

bar of diameter 50mm for water closet area complete including fixing

MRP-11 to the wall etc. nothing will be paid extra complete in all respect. Each 742.24 13 9,649.18

TOTAL C/F SANITARY-A 1,220,884.93

SOIL, WASTE, RAIN & VENT PIPES

Providing and fixing Poly Propylene trap of self cleaning design

complete including cost of cutting and making good the cut-outs in

walls and floors etc. complete (P or S trap).

MRP-12 110 mm inlet and 110 mm out let Each 1,400.00 33 46,200.00

Providing and fixing 100% stainless steel grating of approved make

and quality grade 304 on top of floor trap. The rate includes the cost

MRP-13 of all ancillary works and material as required to complete the works.

Providing and fixing 100mm dia nominal bore Poly Propylene inlet

fitting approximately upto 300mm long above the trap with one or

MRP-14 more 40 OD/ 50OD/63 OD/75OD holes for jointing waste pipes from Each 1,550.00 33 51,150.00

waste appliances jointed and sealed with epoxy based sealant

Providing and fixing Poly Propylene with all injection moulded fittings

complete including jointing with solvent cement including cutting and

MRP-15 making good the walls wherever required. (For soil & waste pipes).

Nothing extra will be paid for supports.(Inside Toilets & Kitchen).

MRP-15.1 63 mm outer dia Meter 1,200.00 35 42,000.00

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRP-15.2 110 mm outer dia Meter 1,800.00 350 630,000.00

Providing and fixing Poly Propylene with all injection moulded

fittings(door or plain) viz elbolws, bends, tees, junctions, shoe bends,

couplers, offsets, cowel etc. complete including jointing with solvent

MRP-16 cement including GI supports, cutting and making good the walls

wherever required. Nothing extra will be paid for supports.(Vertical

Soil, waste, balcony waste & rain water pipes)

MRP-16.1 75 mm outer dia Meter 1,125.00 350 393,750.00

MRP-16.2 110 mm outer dia Meter 1,700.00 450 765,000.00

Providing and fixing Poly Propylene with PP pipe fittings e.g. elbows,

tees, reducers, unions, plugs, flanges etc. and clamps and jointing

MRP-17 with solvent cement including chase cutting and making good the

walls etc. wherever required for waste connection from W. B., Sink,

floor drains etc.

MRP-17.1 50 mm outer dia Metre 1,100.00 30 33,000.00

MRP-17.2 40 mm outer dia Metre 850.00 30 25,500.00

Providing and fixing PP Reducer floor drain (FD) with 63mm outlet

MRP-18 and 100 mm inlet including fixing with SS grating and PP pipe Each 750.00 18 13,500.00

complete in all respects.

Providing and fixing P.V.C. waste pipe for sink or wash basin

including P.V.C. waste fittings complete.

40 mm outer dia Flexible pipe Each 150.00 1 150.00

Providing and fixing Polypropylene CLEANOUT PLUG for cleaning.

110 mm outer dia Each 750.00 35 26,250.00

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 PVC sheet 1mx 1m x 400

MRP-21 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse Each 450.00 11 4,950.00

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

finishing the outlet complete.

Providing and fixing Symet 200 x 200 mm square grating at terrace

RWP pipe complete in all respects.

Providing and fixing SS Floor clean out/clean out plug with SS cover

MRP-23 and EPDM seal complete in all respects including fixing of SS

cleanout plug with CP brass screws.

TOTAL C/F SOIL WASTE & VENT PIPES-C 2,108,800.00

WATER SUPPLY INTERNAL

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

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, including fixing the pipe with

clamps at 1.00 m spacing. This includes jointing of pipes & fittings

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

per direction of Engineer in Charge. Inernal work - Exposed on wall

18.7.2 20 mm nominal outer dia Pipes metre 335.00 8 2,680.00

18.7.3 25 mm nominal outer dia Pipes metre 401.55 8 3,212.40

18.7.4 32 mm nominal outer dia Pipes metre 518.75 55 28,531.25

18.7.5 40 mm nominal outer dia Pipes metre 702.95 55 38,662.25

18.7.6 50 mm nominal outer dia Pipes metre 934.15 45 42,036.75

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

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps

at 1.00 m spacing. This includes jointing of pipes & fittings with one

step CPVC solvent cement and the cost of cutting chases and

making good the same including testing of joints complete as per

direction of Engineer in Charge. Concealed work, including cutting

chases and making good the walls etc.

18.8.2 20 mm nominal outer dia Pipes metre 537.60 211 113,433.60

18.8.3 25 mm nominal outer dia Pipes metre 627.25 196 122,941.00

18.8.4 32 mm nominal outer dia Pipes metre 739.30 106 78,365.80

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

quality (screwed end) :

18.17.1A 20 mm dia nominal bore Each 539.95 2 1,079.90

18.17.1 25 mm dia nominal bore Each 622.40 10 6,224.00

18.7.2 32 mm dia nominal bore Each 689.60 6 4,137.60

18.7.3 40 mm dia nominal bore Each 826.10 4 3,304.40

18.7.4 50 mm dia nominal bore Each 1,026.65 4 4,106.60

18.7.5 65 mm dia nominal bore Each 1,742.15 2 3,484.30

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

low pressure, with plastic floats complete :

18.18.3 25 mm nominal bore each 464.05 2 928.10

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

boring and tapping the main :

18.20.3 25 mm nominal bore each 486.80 2 973.60

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

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

including and making good the walls etc.

18.10.3 25 mm nominal bore metre 551.70 70 38,619.00

18.48 Providing and placing on terrace (at all floor levels) polyethylene

water storage tank, IS : 12701 marked, with cover and suitable

locking arrangement and making necessary holes for inlet, outlet and

overflow pipes but without fittings and the base support for tank.

18.48A Circular tank PER LITRE 11.00 22494.0 247,434.36

TOTAL C/F WATER SUPPLY-B 740,154.91

Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse

sand :8 graded stone aggregate 40 mm nominal size) up to

MRP-24 haunches of RCC/DWC pipes including bed concrete as per

standard design :

150 mm dia. DWC/RCC Pipe metre 375.00 50 18,750.00

Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms,

depth upto 1.5 m, including getting out the excavated soil, and then

2.10 the soil as required, in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed, within a lead of 50 m

All kinds of soil

Pipes, cables etc. exceeding 80 mm dia. but

2.10.1.2 not exceeding 300 mm dia

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

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

2.25 consolidating each deposited layer by ramming and watering, lead up Cum 196.00 30 5,880.00

to 50 m and lift upto 1.5 m.

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

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

coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal

size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-

III) : 8 graded stone aggregate 40 mm nominal size), inside plastering

12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and making channels in

19.7 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 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

19.7.1 and frame to be not less than 38 kg (weight of cover 23 kg and

weight of frame 15 kg) :

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

designation 7.5

19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

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

designation 7.5

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

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

cover with frame of 300 x300 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:

19.4.2 150 x 100 mm size P type

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

19.4.2.1 bricks of class designation 7.5

TOTAL EXTERNAL 105,852.75

EXTERNAL SEWAGE SYSTEM FOR PLUMBING WORKS FOR

Providing and laying Rodent Repelent SN-8 DWC ID (HDPE BLACK)

Pipe with full coupler and rubber ring conforming to IS:16098-2

MRP-25 including testing of joints, comissioning etc. complete

MRP-25.1 150 mm OD DWC Pipe metre 950.00 60 57,000.00

MRP-25.2 200 mm OD DWC Pipe metre 1,300.00 400 520,000.00

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Earth work in excavation by mechanical means (hydraulic excavator)

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

width as well as 10 sqm on plan) including disposal of excavated

2.6 earth lead up to 50m and lift up to 1.5m, disposed earth to be levelled Cum 177.50 125 22,187.50

and neatly dressed.

All kinds of soil.

Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms,

all depth, including getting out the excavated soil, and then returning

2.10 the soil as required, in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed, within a lead of 50 m

All kinds of soil

Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm

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

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

2.25 consolidating each deposited layer by ramming and watering, lead up Cum 196.00 84 16,464.00

to 50 m and lift upto 1.5 m.

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

sand : 10 graded stone aggregate 40 mm nominal size) all-round

19.2 S.W. Pipe including bed concrete as per standard design :

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

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

19.4 cover with frame of 300 x300 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:

19.4.2 150 x 100 mm size P type

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

bricks of class designation 7.5

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

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

coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal

size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-

III) : 8 graded stone aggregate 40 mm nominal size), inside plastering

19.7 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and making channels 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 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

19.7.1 and frame to be not less than 38 kg (weight of cover 23 kg and

weight of frame 15 kg) :

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

designation 7.5

19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

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

designation 7.5

Constructing brick masonry circular type manhole 1.22m 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 mix (1 cement:3

19.11 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, external plastering (1:4)

all complete as per design.

1.68 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, fixed in cement concrete 1:2:4 (1 cement : 2 coarse

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

19.11.1.1 centering shuttering all complete.(Excavation, foot rests and 12mm Each 24,702.75 3 74,108.25

thick cement plaster at the external surface shall be paid for

separately) - With common burnt clay F.P.S. c(non modular) bricks

of class designation 7.5

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

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 mm x 25

mm and overall minimum length 263 mm and width as 165 mm with

minimum 112mm space between protruded legs having 2 mm tread

on top surface by ribbing on chequering besides necessary and

adequate anchoring projections on tall length on 138 mm as per

standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having

manufacturer’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.

TOTAL OF ITEMS C/F TO SUMMARY 1,757,375.75

EXTERNAL DRAINAGE WORK FOR CRC, JAMMU

2.10 Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms,

for all depth including getting out the excavated soil, and then

returning the soil as required, in layers not exceeding 20 cm in depth,

including consolidating each deposited layer by ramming, watering,

etc. and disposing of surplus excavated soil as directed, within a lead

All Kind of Soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm

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

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

as well as 10 sqm on plan) including disposal of excavated earth,

lead upto 50m and all lift , disposed earth to be levelled and neatly

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

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

consolidating each deposited layer by ramming and watering, lead up Cum 196.00 133.33 26,133.33

to 50 m and lift upto 1.5 m.

1.1.2 Carriage of earth by mechanical transport including loading,

unloading and stacking upto 1km cum 217.55 66.67 14,503.33

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

19.6 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

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

sand : 10 graded stone aggregate 40 mm nominal size) up to

haunches of R.C.C. pipes including bed concrete as per standard

19.16 Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910 on 12mm dia steel bar

conforming to IS : 1786 having minimum cross section as 23

mmx25mm and over all minimum length 263 mm and width as

165mm with minimum 112 mm space between protruded legs having

2 mm tread on top surface by ribbing or chequering besides

necessary and adequate anchoring projections on tail length on 138

mm as per standard drawing and suitable to with stand the bend test

and chemical resistance test as per specifications and having

manufacture's permanent identification mark to be visible even after

fixing, including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

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

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

coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal

size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-

III) : 8 graded stone aggregate 40 mm nominal size), inside plastering

12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and making channels 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 complete as per standard design :

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

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

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

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

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

bricks of class designation 7.5

19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

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

bricks of class designation 7.5

19.9 Constructing brick masonry circular type manhole 0.91 m internal dia

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

coarse sand), inside cement plaster 12 mm thick with cement mortar

1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat

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

graded stone aggregate 40 mm nominal size), and making necessary

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

graded stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement, all complete as per standard design :

19.9.1 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 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm

nominal size) including centering, shuttering all

complete.(Excavation, foot rests and 12mm thick cement plaster at

the external surface shall be paid for separately) :

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

bricks of class designation 7.5

19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom)

beyond 0.91 m to 1.67 m

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

class designation 7.5

19.11 Constructing brick masonry circular manhole 1.22 m internal dia at

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

coarse sand) inside cement plaster 12 mm thick with cement mortar

1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat

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

graded stone aggregate 40 mm nominal size) and making necessary

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

graded stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement, all complete as per standard design :

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD 20 grade

designation) 560 mm internal diameter conform ing 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 ce ment : 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) :

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

designation 7.5

19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom)

beyond 1.68 m to 2.29 m :

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

designation 7.5

19.27 Constructing brick masonry road gully chamber 50x45x60 cm with

bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including

500x450 mm pre-cast R.C.C. horizontal grating with frame complete

as per standard design :

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

designation 7.5 Each 5,957.90 30 178,737.00

TOTAL(NON-DSR ITEMS) C/F TO SUMMARY 2,809,410.27

EXTERNAL WATER SUPPLY WORK FOR CRC, JAMMU

2.10 Excavating trenches of required width for pipes, cables etc. including

excavation for sockets and dressing of sides, ramming of bottoms ,

depth upto 1.5 m including getting out the exacavated soil, and then

returning the soil as required, in layers not exceeding 20cm in depth

including consolidating each deposited layer by ramming, watering,

etc. and disposing of surplus excavated soil as directed within a lead

All kinds of soil

Pipes, cables etc., exceeding 80 mm dia, but not exceeding 300 mm

Providing and fixing Polyvinyl Chloride UPVC Pipe - 10 Kg/Sq. cm in

SCH- 80 as per ASTM D-1785 and Fittings in SCH- 80 as per ASTM

D-2467 pipes, having thermal stability for Drainage Riser pipe

including all brass fittings i/c fixing the pipe with clamps at 1.00 m

MRP-26 spacing. This includes jointing of pipes & fittings with one step

solvent cement and testing of joints complete as per direction of

Engineer in Charge.Internal work-(for Irrigation System)

MRP-26.1 25mm dia nominal bore Meter 442.00 50.00 22,100.00

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

MRP-26.2 32mm dia nominal bore Meter 577.00 30.00 17,310.00

MRP-26.3 40mm dia nominal bore Meter 706.00 20.00 14,120.00

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

quality (screwed end) :

18.17.1 25 mm nominal bore Each 622.40 5 3,112.00

18.17.2 32 mm nominal bore Each 689.60 1 689.60

18.17.3 40 mm nominal bore Each 826.10 2 1,652.20

Constructing masonry Chamber 30x30x50 cm inside, in brick work

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

I. surface box 100x100 x75 mm (inside) with hinged cover fixed in

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

stone aggregate 20 mm nominal size), i/c necessary excavation,

foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone

aggregate 40mm nominal size ) and inside plastering with cement

mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a

floating coat of neat cement complete as per

standard design :

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

designation 7.5

18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with

C.I. surface box 100mm top diameter, 160 mm bottom diameter and

180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix

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

size ) , i/c 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 :

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

designation 7.5

TOTAL(NON-DSR ITEMS) C/F TO SUMMARY 136,749.00

WATER SUPPLY PUMPS & EQUIPMENTS WORK FOR CRC,

MRP-27 Domestic Water Pump

Providing, fixing and testing of skid mounted variables frequency

drive hydropneumatic system with variable speed system comprising

Vertical, inline multistage centrifugal pumping set with stainless steel

SS-304 stage casing and SS-304 impellers with stainless steel SS-

316L shaft as per IEC standards and GJL250 cast i.ron suction &

discharge casing, connected to TEFC ventilated induction motor of 2

pole, 2900rpm, suitable for 400/440 Volts, 3 phase, 50 Hz A.C.

Control Panel with programmable logic controller (PLC) for cyclic

operation of pumps. Pump working sequence should change after

every operation.Contractor overload relays and MCBs should confirm

to IEC 898 – 1995/ specifications. Blinking indications for pumps

start, trip, low level trip, health supply should be provided in the panel

along with the ammeter & voltmeter. Control panel should also

consist of cooling fan. Main incomer MCB, Outgoing MCBs, Single

phase preventors complete with auto manual swiches, dry run

protection arrangements,Voltmeter/Ameter, Indication lights,

Controller for dry run protection.

Pressure transmitting relay bellow type fitted with micro switch and

having maximum pressure and differential scale should confirming

BS-6134 standards and IP55 protection class.

GI heavy class(IS:1239) Suction and delivery header with brass Ball

valves with plastic coated handle(tested to 20kg/sqcm), Hot Pressed

brass OT-58 with stainless steel ball and P.T.F.E seal and O-

Ring. Brass NRVs (Test pressure =20 Kg/sqcm) to be used should

be with Springs and O-Ring arrangement.

Complete set system to be mounted on a common base frame

and shall follow following duty(Skid shall be powder coated ).

Domestic Water Pumps(Set of Two Pumps One Working + One

Capacity : app. 100 lpm

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Design, Fabrication, assembling, wiring, supply, installation, testing

and commissioning of motor control centre fabricated out of 14

gauge CRCA sheet steel. Cable gland plates shall be provided on

top as well as at the bottom of the panels. Panels shall be treated

with all anticorrosive process before painting as per specifications

with 2 coats of red oxide primer and final approved shade of powder

coated paint. 2 Nos. earthing terminals shall be provided for 3 phase,

4 wire, 50 Hz supply system. Lifting hooks shall also be provided in

case of large panels. Approval shall be taken for each panel before

fabrication. Quoted rates shall be inclusive of cables (from this panel

to panel of Hydropneumatic system and filter feed pumps and

flushing water pumps in accordance to specification) with earthing

from panel to earthing pit.

Panel shall be supplied with P&I based online MIMIC display

with LED's at all specific drive /operation to enable Visual

Display of Complete pumps activity on Panel front.

For domestic water hydro pumps, raw water pump, auto chemical

doser and sump pumps etc. in plant room.

Two incoming main isolation 100A TPN MCCB (35ka).

40A TPN MCCB outgoing for domestic water transfer pump-4 Nos

2 Nos. 40 A TP MCB of for sump pumps

Panel type voltmeter 150mm with rotary selector switch for reading

voltage between phases.

Panel type Ammeter 150mm with rotary selector switch for reading

currents between phases.

Neon phases indicating lights on the incoming mains.

All internal wiring colour coded from incoming mains to various

switchgear, starter, meter, indicating lamp and bus bar. All the cable

entry to the panel shall be from the top.

(All for above from item (a) to (i) complete set). (The shop drawing

to be prepared and approved before fabrication)

Providing and fixing G.I. pipes (I.S. 1239 heavy duty class) complete

with all necessary G.I. Fittings including all necessary fittings like

bends, elbows, tees etc., either welded or screwed or flanged joints

as per requirements, including all anchor blocks, anchor fasteners,

MRP-29 couplings in all respects including enamel painting of required shade,

cutting holes and chases in RCC wall and making good complete

(The cost of flanges will be paid separately).

15 Wet Riser DSR Providing and fixing C I body flanged strainer fabricated out of 1.6

mm thick Stainless Steel 304 sheet having 0.6 mm to 0.8 mm dia

perforations complete.

11 Wet Riser DSR Providing and fixing butterfly valves, wafer end type class PN 1.0 as

per I.S:13095 - 1991 or BS:5155, including necessary nuts, bolts,

gaskets etc. complete (without gear box)

11.5 100mm dia nominal bore. Each 7,089.00 4 28,356.00

11.6 150mm dia nominal bore. Each 9,527.00 4 38,108.00

4.4 DSR-2016 Supplying and installing following size of perforated painted with

powder coating M.S. cable trays Cross Member with perforation not

more than 17.5%, joined with connectors, suspended from the ceiling

with M.S. suspenders including bolts & nuts, painting suspenders etc.

4.4.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 812.00 15 12,180.00

4.4.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 1,186.00 25 29,650.00

Providing and fixing M.S. structural work fabricated from standard

section e.g. M.S rounds, angles, channels, plates including

cutting to size, drilling, welding fixing and welding to insert plates in

RCC structural members or through dash fasteners as per site

MRP-30 conditions as directed by Engineer-in-charge including cutting and Kg. 150.00 40 6,000.00

making good the walls, ceilings and floors (for pipe supports, clamps

Submersible pumps

Providing, fixing and testing of Submersible single stage single entry

pumps with C.I.body and C.I. two vane enclosed type impeller

connected to TEFC submersible motor for 415 volts, 3 phase, 50

cycles including MCC panel with level controllers, auto control,

sequential change over facility with one proper working at low level &

two proper working at high level with an audible alarm including all

interconnectivity cables, MCB, copper bus bar, with both pumps

connected to common outlet header including valves, non return

valves, lifting chains etc. complete in all respect

a) (one working+One Standby)

(Solid handiling capacity 12mm)

Digitally signed byCRC,

CONSTRUCTION OF PERMANENT BUILDING OF COMPOSITE REGIONAL CENTER AT VIJAYPUR/SAMBA, JAMMU.

Capacity - 225 lpm (Each)

TOTAL(NON-DSR ITEMS) C/F TO SUMMARY 666,130.00

STP+UF Plant plant based on MBBR Technology for CRC, JAMMU

SEWAGE TREATMENT PLANT

Design, supplying, installing, testing & commissioning of Sewage

Treatment Plant for 45 KLD STP electro mechanical system based

on MBBR technology. (excluding all Civil & construction work)

Anticipated effluent parameters before treatment:

BOD 250-400 mg/lt

COD 600-800 mg/lt.

Oil & Grease upto 50 mg/lt