Construction of Canara Bank Circle Office at 229, Murma, Nagri Anchal, Thana - Jagarnathpur, Ranchi, Jharkhand

4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All

work up to plinth level :

7 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from Cum 111.00 7,178.75 7,96,841.25

natural sources : 6 graded stone aggregate 40 mm nominal

size derived from natural sources)

8 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from Cum 180.00 6,812.00 12,26,160.00

natural sources : 8 graded stone aggregate 40 mm nominal

size derived from natural sources)

9 4.1.10 1:5:10 (1 Cement : 4 coarse sand (zone-III) derived from Cum 5.00 6,518.60 32,593.00

natural sources : 8 graded stone aggregate 40 mm nominal

size derived from natural sources)

4.5 Providing and fixing up to floor five level precast cement

concrete string or lacing courses, copings, bed plates, anchor

blocks, plain window sills, shelves, louvers, steps, stair cases,

etc., including hoisting and setting in position with cement

mortar 1:3 (1 Cement : 3 coarse sand), cost of required

1:1.5:3 (1complete.

cement : 1.5 coarse sand(zone-III) derived from

natural sources : 3 graded stone aggregate 20mm nominal

size derived from natural sources)

11 4.17 Making plinth protection 50mm thick of cement concrete Sqm 170.00 749.30 1,27,381.00

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 size, well rammed and

consolidated and grouted with fine sand, including necessary

excavation, levelling & dressing & finishing the top smooth.

Total Carried over to summary 23,85,077.25 -

REINFORCED CEMENT CONCRETE WORK

Digitally signed by SUJEET

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

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

5.33.1 All works upto plinth level

12 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 Cum 980.00 9655.7 94,62,586.00

5.33.2 All works above plinth level upto floor V level

13 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 Cum 2,612.00 10011.35 2,61,49,646.20

5.9 Centering and shuttering including strutting, propping etc. -

and removal of form for

14 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 657.72 392.15 2,57,924.90

15 5.9.2 Walls (any thickness) including attached pilasters, Sqm 950.00 842.5 8,00,375.00

butteresses, plinth and string courses etc.

16 5.9.5 Lintels, beams, plinth beams, girders, bressumers and Sqm 5,700.00 736.4 41,97,480.00

17 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 2,852.13 961.3 27,41,750.65

18 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 300.00 764.95 2,29,485.00

19 5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in Sqm 250.00 392.15 98,037.50

cornices, window sills, string

20 5.9.19 Weather shed, chajjas, corbels etc., including edges Sqm 61.85 951.1 58,822.50

21 5.9.20 Suspended floors, roofs, landings, balconies and access Sqm 7,890.00 1028.4 81,14,076.00

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 measured).

22 5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan Sqm 1,183.50 384.30 4,54,819.05

area to be measured)

5.22 Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

23 5.22.6 Thermo-Mechanically Treated bars. Kg 1,36,279.59 107.85 1,46,97,754.02

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

cutting, bending, placing in position and binding all complete

above plinth level.

24 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more Kg 4,02,638.82 107.85 4,34,24,596.74

Digitally signed by SUJEET

5.44 Providing and fixing of expansion joint system related with

floor location as per drawings and direction of Engineer-In-

Charge. The joints system will be of extruded aluminum base

members, self aligning / self centering arrangement and

support plates etc. as per ASTM B221-02. The system shall

be such that it provides floor to floor /floor to wall expansion

control system for various vertical localtion in load application

areas that accommodates multi directional seismic movement

without stress to it’s components. System shall consist of

metal profiles with an universal aluminum base member

designed to accommodate various project conditions and

finish floor treatments. The cover plate shall be designed of

width and thickness required to satisfy projects movement

and loading requirements and secured to base members by

utilizing manufacturer’s pre-engineered self- centering

arrangement that freely rotates / moves in all directions. The

Self - centering arrangement shall exhibit circular sphere

ends that lock and slide inside the corresponding aluminum

extrusion cavity to allow freedom of movement and flexure in

all directions including vertical displacement. Provision of

Moisture Barrier Membrane in the Joint System to have

watertight joint is mandatory requirement all as per the

manufactures design and as approved by Engineer -in-

25 5.44.3 Charge.

floor (Material

Joint shallgap

5.45 Providing and fixing of expansion joint system related with

wall joint (internal/external) location as per drawings and

direction of Engineer-In- Charge. The joints shall be of

extruded aluminum base members, self aligning / centering

arrangement and support plates as per ASTM B221- 02. The

material shall be such that it provides an Expansion Joints

System suitable for vertical wall to wall/ wall to corner

application, both new and existing construction in office

Buildings & complexes with no slipping down tendency

amongst the components of the Joint System. The Joint

System shall utilize light weight aluminum profiles exhibiting

minimal exposed aluminum surfaces mechanically snap

locking the multicellular to facilitate movement. (Material

shall conform to ASTM 6063).

5.46 Providing and fixing of expansion joint system of approved

make and manufactures for various roof locations as per

approved drawings and direction of Engineer-in-charge. the

joints shall be of extruded aluminum base members with, self

aligning and self centering arragement support plates as per

AStm B221-02. the system shall be such that it provides

watertight roof to roof/roof to corner joint cover expansion

control system that is capable of accommodating

multidirectional seismic movement without stress to its

components. System shall consist of metal profile that

incorporates an universal aluminum base member designed

to accommodate various project conditions and roof

treatments. the cover plate shall be designed of width and

thickness required to satisfy movement and loading

requirements and secured to base members by utilizing

manufacturer’s pre-engineered self-centering arrangement

that freely rotates / moves in all directions. the Self centering

arrangement shall exhibit circular sphere ends that lock and

slide inside the corresponding aluminum extrusion cavity to

allow freedom of movement and flexure in all directions

including vertical displacement.

the Joint System shall resists damage or deterioration from

the impact of falling ice, exposure of moisture Barrier

membrane in the Joint System to have water tight joint is

mandatoryto UV, airborne contaminants and occasional foot

traffic from maintenance personnel. Provision requirement.

(material shall conform to AStm 6063).

Total Carried over to summary 11,14,13,510.93 -

Digitally signed by SUJEET

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

bricks of class designation 7.5 in foundation and plinth in:

28 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 50.00 7,132.25 3,56,612.50

29 6.47 Providing and laying Autoclaved Aerated concrete(AAC) blocks Cum 10.00 8,333.65 83,336.50

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 adhesive mortar all complete

as per direction of Engineer-in-Charge. (The payment of RCC

band and reinforcement shall be made for seperately).

30 6.38 Providing and laying Autoclaved Aerated concrete(AAC) blocks Cum 10.00 10,195.45 1,01,954.50

masonry 100 mm/ 125 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 mortar 1:4 (1 cement : 4 coarse sand). The rate

includes providing and placing in position 2 Nos 6 mm dia

M.S. bars at every third course of masonry work

6.34 Brick work with non modular fly ash bricks conforming to

IS:12894, class designation 10 average compressive strength

in super structure above plinth level up to floor V level in :

31 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cum 1,726.21 8,752.55 1,51,08,700.30

6.45 Half brick masonry with non modular fly ash bricks of class

designation 10, conformingio IS :12894, in super structure

above plinth and upto floor V level.

32 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 1,339.26 1,105.80 14,80,953.71

33 6.5 Extra for brick work / AAC block masonry / Tile brick masonry Cum 214.65 169.45 36,371.63

in superstructure above floor V level, for each four floors or

part thereof by mechanical means.

34 6.14 Extra for half brick masonry in superstructure, above floor V Sqm 285.00 15.00 4,275.00

level for every four floors or part thereof by mechanical

35 6.15 Extra for providing and placing in position 2 Nos 6mm dia. Sqm 1,339.26 104.80 1,40,354.45

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

Total Carried over to summary 1,73,12,558.58 -

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

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanitycounters, window sills, facias and

similar locations of required size,approved shade, colour and

texture laid over 20 mm thick base cementmortar 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

8.2.2 Granite stone slab colour black, Cherry/Ruby red

36 8.2.2.1 Area of slab up to 0.50 sqm Sqm 5,413.50 -

8.3 Providing edge moulding to 18 mm thick marble stone

counters, Vanities etc., including machine polishing to edge to

give high gloss finish etc. complete as per design approved by

Engineerin- Charge.

39 8.4 Extra for fixing marble /granite stone, over and above Rmt 58.19 568.55 33,083.92

corresponding basic item, in facia and drops of width upto

150 mm with epoxy resin based adhesive, including cleaning

40 8.5 Extra for providing opening of required size & shape for wash Nos 28.00 978.70 27,403.60

basins / kitchens sink in kitchen platform, vanity counters

and similar location in marble / Granite /stone work including

necessary holes for pillar taps etc. including moulding,

rubbing and polishing of cut edges etc. complete.

Digitally signed by SUJEET

41 8.11.1 Providing and fixing machine cut, mirror/ eggshell polished , Sqm 989.54 10,414.80 1,03,05,866.40

Marble stone work for wall lining (veneer work) including

dado, skirting, risers of steps etc., in required design and

pattern wherever required, stones of different finished

surface texture, on 12 mm (average) thick cement mortar

1:3 (1 cement : 3 coarse sand) laid and jointed with white

cement slurry @ 3.3 kg/sqm including pointing with white

cement slurry admixed with pigment of matching shade,

including rubbing, curing, polishing etc. all complete as per

Architectural drawings, and as directed by the Engineer-in-

Charge. 18 mm thick Italian Marble stone slab,Perlato, Rosso

verona, Fire Red or Dark Emperadore etc

8.27 Providing and fixing specified wood frame work consisting of

battens 50x25mm fixed with rawl plug and drilling necessary

holes for rawl plug etc. including priming coat complete.

42 8.27.1 Kiln seasoned and chemically treated hollock wood Cum 8.67 1,87,277.65 16,22,994.93

8.28 Providing and fixing plywood 4 mm thick, one side decorative

veneer conforming to IS: 1328 (type-1), for plain lining /

cladding with necessary screws, including priming coat on

unexposed surface with :

43 8.28.1 Decorative veneer facings of approved manufacture Sqm 2,328.02 1,946.25 45,30,908.93

8.32 Designing, fabricating, testing, installing and fixing in position

Curtain Wall with Aluminium Composite Panel Cladding, with

open grooves for linear as well as curvilinear portions of the

building , for all heights and all levels etc. including:

(a) Structural analysis & design and preparation of shop drawings

for pressure equalisation or rain screen principle as required,

proper drainage of water to make it watertight including

checking of all the structural and functional design.

(b) Providing, fabricating and supplying and fixing panels of

aluminium composite panel cladding in pan shape in metalic

colour of approved shades made out of 4mm thick aluminium

composite panel material consisting of 3mm thick FR grade

mineral core sandwiched between two Aluminium sheets

(each 0.5mm thick). The aluminium composite panel cladding

sheet shall be coil coated, with Kynar 500 based PVDF /

Lumiflon based fluoropolymer resin coating of approved

colour and shade on face # 1 and polymer (Service) coating

on face # 2 as specified using stainless steel screws, nuts,

bolts, washers, cleats, weather silicone sealant, backer rods

44 (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Sqm 1,108.80 5,015.05 55,60,687.44

Hot Dip Galvanised with serrations and serrated washers to

arrest the wind load movement, fasteners, SS 316 Pins and

anchor bolts of approved make in SS 316, Nylon separators

to prevent bi-metallic contacts all complete required to

perform as per specification and drawing The item includes

cost of all material & labour component, 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 curtain wall with aluminium composite

panel cladding, cleaning and protection of the curtain wall

with aluminium composite panel cladding till the handing over

of the building for occupation. Base frame work for ACP

cladding is payable under the relevant aluminium item.s The

Contractor shall provide curtain wall with aluminium

composite panel cladding, having all the performance

characteristics all complete , as per the Architectural

drawings, as per item description, as specified, as per the

approved shop drawings and as directed by the Engineer-in-

Charge. However, for the purpose of payment, only the

actual area on the external face of the curtain wall with

Aluminum Composite Panel Cladding (including width of

groove) shall be measured in sqm. up to two decimal places.

Digitally signed by SUJEET

45 MR1 Providing and fixing 16mm thick grooved WPC perforated Sqm 217.44 4,470.10 9,71,979.22

acoustic panels of size 192mm x2440mm made with high

density fiber WPC board having density > 600 Kg/cubic

meter,Moisture, Termite & Borer Proof as substrate with pre-

laminated face in approved shade and balancing layer on the

reverse side. The boards shall have a special perforation

pattern where the visible surface fluted perforation of 03mm

width & 13mm of visible panel / 3mm width &23mm visible

panel) each. The edges of the panels shall be "Tongue-and-

grooved" to receive special clips for installation. The back of

the perforated panel shall have fiber glass tissue or acoustic

fleece. The Panels shall be mounted on special aluminium

spine using clips provided by approved brand by

Architect/Engineer-in-charge.

Total Carried over to summary 2,23,22,056.69 - 9,71,979.22

WOOD & PVC WORK

9.1 Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in

position with hold fast lugs or with dash fasteners of required

dia & length ( hold fast lugs or dash fastener shall be paid for

46 9.1.1 Second class teak wood Cum 2.34 142949.70 3,34,032.71

9.2 Providing and fixing ISI marked flush door shutters -

conforming to IS : 2202 (Part I) decorative type, core of

block board construction with frame of 1st class hard wood

and well matched teak 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters.

47 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges Sqm 224.28 3,473.85 7,79,115.08

with necessary screws

9.40.1 Providing and fixing wooden moulded beading to door and -

window frames with iron screws, plugs and priming coat on

unexposed surface etc. complete.

9.96 Providing and fixing aluminium sliding door bolts, ISI marked -

anodised (anodic coating not less than grade AC 10 as per IS

: 1868), transparent or dyed to required colour or shade,

with nuts and screws etc. complete :

9.97 Providing and fixing aluminium tower bolts, ISI marked, -

anodised (anodic coating not less than grade AC 10 as per IS

: 1868 ) transparent or dyed to required colour or shade,

with necessary screws etc. complete :

9.1 Providing and fixing aluminium handles, ISI marked, -

anodised (anodic coating not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour or shade, with

necessary screws etc. complete :

9.101 Providing and fixing aluminium hanging floor door stopper,

ISI marked, anodised (anodic coating not less than grade AC

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

and shade, with necessary screws etc. complete.

52 9.101.1 Single rubber stopper Each 100.00 39.6 3,960.00

Digitally signed by SUJEET

9.105 Providing and fixing partition upto ceiling height consisting of

G.I. frame and required board, including providing and fixing

of frame work made of special section power pressed/ roll

form G.I. sheet with zinc coating of 120 gms/sqm(both side

inclusive), consisting of floor and ceiling channel 50mm wide

having equal flanges of 32 mm and 0.50 mm thick, fixed to

the floor and ceiling at the spacing of 610 mm centre to

centre with dash fastener of 12.5 mm dia meter 50 mm

length or suitable anchor fastener or metal screws with nylon

plugs and the studs 48 mm wide having one flange of 34 mm

and other flange 36 mm and 0.50 mm thick fixed vertically

within flanges of floor and ceiling channel and placed at a

spacing of 610 mm centre to centre by 6 mm dia bolts and

nuts, including fixing of studs along both ends of partition

fixed flush to wall with suitable anchor fastener or metal

screws with nylon plugs at spacing of 450 mm centre to

centre, and fixing of boards to both side of frame work by 25

mm long dry wall screws on studs, floor and ceiling channels

at the spacing of 300 mm centre to centre. The boards are to

be fixed to the frame work with joints staggered to avoid

through cracks, M.S. fixing channel of 99 mm width (0.9 mm

thick having two flanges of 9.5 mm each) to be provided at

the horizontal joints of two boards, fixed to the studs using

9.105.1 75 mmtooverall

metal thickness

flat head screws,

partitionincluding jointing

with 12.5 anddouble

skin fire rated Glass Reinforced Gypsum (GRG) plaster board

conforming to IS: 2095: part 3 (Board with BIS certification

54 M.R 12 mm Toughened glass partition:- Providing, making and Sqm 22.80 8,263.00 1,88,396.40

fixing in position Fixed 12mm toughened glass as per design

to achive available level for Partitions. The glass is to be

fixed on or above the Gypsum partition . The work includes

cost of all materials, approved hardware, making necessary

template before toughening of glass and fixing the same as

per site conditions to a neat finished work as per drawings

9.147A Providing etc., complete

and fixing factory made uPVC glazed/wire mesh

windows/doors comprising of lead free uPVC multi-chambered

frame, sash and mullion/coupler (where ever required)

extruded profiles having minimum wall thickness of 1.70 mm

for Series R1 and R2 profiles and 2.10 mm for Series R3 and

R4 profiles conforming to EN: 12608 in any shape, colour and

design duly reinforced with galvanized mild steel section

made of required shape & size as per CPWD Specification,

uPVC extruded glazing beads, interlocks and Inline sash

adaptor (where ever required) of appropriate dimension,

EPDM gasket, hardware, SS 304 grade fasteners of minimum

8 mm dia with countersunk head, comprising of matching

polyamide PA6 grade sleeve for fixing frame to finished wall

as per IS 1367 : Part 1 to 14, plastic packers, plastic caps

and necessary stainless steel screws etc. Profile of frame,

sash & mullion (if required) shall be mitred cut and fusion

welded/mechanically jointed duly sealed at all corners,

including drilling of holes for fixing hardware and drainage of

water etc. After fixing frame the gap between frame and

adjacent finished wall shall be filled with weather proof silicon

sealant over backer rod of approved size and quality, all

complete as per approved drawing conforming to CPWD

specification & direction of Engineer-in-Charge. Section of

9.147.A1 steel reinforcement

Two track two panelsand crosswindow

sliding sections of uPVC

Aluminium to be

for roller track, wool pile, nylon rollers with SS 304 body.

55 9.147.A1.3 Using R4 series with frame (64mm & above) x (45mm & Sqm 473.40 9,628.60 45,58,179.24

above) & sash (44mm & above) x (55mm & above) with zinc

alloy (zamak) powder coated handle on every panel along

with multi-point locking system (Height above 1.8m).

56 9.147.C2.1 Using R1 series with frame (33mm & above ) x (35mm & Sqm 42.48 9155.2 3,88,912.90

above) & mullion (33mm & above) x (50mm & above).

(Height upto 0.90 metre)

Digitally signed by SUJEET

DSR Providing and fixing factory made ISI marked partially

Corrections insulated metal fire rated doorset assembly, for staircase /

9.162E exit pathway and refuge areas applications, consisting of

galvanized iron steel frame and single leaf shutter including

necessary hardware accessories, conforming to FD 120 PI

classification of IS 3614:2021 with fire rating of 120 minutes

integrity and 30 minutes insulation. The door frame and

shutter shall be made out of minimum 1.20 mm thick GI

Sheet with minimum 120 GSM Zinc coating as per IS: 277.

The entire fire rated doorset assembly shall be tested in

latched condition as per IS 17518 (Part-1): 2022 Frame: The

farme shall be of minimum size 90 x 60 mm with grooved

profile to take appropriate fire rated smoke seal, having

mitred cut joint (self tab/screwed assembled at site) and

provided with appropriate reinforcement suitable for taking

hardware and flush fixing as per IS 4351. The smoke seal

material shall be of EPDM tested in accordane with ASTM E-

84 of minimum size 10x 4mm, fixed within the inbuilt groove

or stuck with adhesive on the entire perimeter of the frame.

The door frame shall be fixed to the three sides to masonary

wall opening with CSK/Hex headed fastner of minimum 8 mm

dia size and minimum 80mm long with 8mm dia Polyamide

sleeves @ 5 numbers at each on vertical sides and 2 numbers

Hardware top side. Door

Accessories: shutter:assembly

Fire doorset The double skinned

provided with onenumber of Single point Panic push bar

(cross bar) device of desired finish as per EN 1125 and one

number external trim including half cylinder of 42mm long

with one side key as per EN 1125.door closer of size EN 3-5

with standard arm, of desired finish (suitable One number

heavy duty upto 1250 mm door width) conforming to IS

3564/EN 1154. Finishing: Both frame and door shutters shall

be factory finished with polyester powder coating of minimum

50 microns thick and shall have passed salt spray test as per

IS:13871 of approved colour and shade all complete as per

manufacturer’s of direction the Engineer-in-charge.

specifications and as per Installation: The hollow space in the

door frame shall be filled / injected with fire rated self

extinguishing type polyurethane foam (PUF) after installation

at site of work. The rate shall be inclusive of complete Stilt

fire rated door assembly, supply and installation by the

57 DSR Single leaf Partially Insulated metal fire rated doorset of FD Sqm 37.07 19820.25 7,34,637.57

Corrections 120 PI classification with 120 minutes integrity and 30

9.162E.1 minutes insulation as per IS 3614:2021 – For Staircase/ Exit

pathway / Refuge area etc.

Total Carried over to summary 70,17,860.90 - 1,88,396.40

10.13 Providing and fixing T-iron frames for doors, windows and

ventilators of mild steel Tee-sections, joints mitred and

welded, including fixing of necessary butt hinges and screws

and applying a priming coat of approved steel primer.

58 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement Kg 130.41 141.7 18,479.10

concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal

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.

59 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, Kg 1,349.65 172.6 2,32,949.59

gates and similar works

Digitally signed by SUJEET

60 10.28 Providing and fixing stainless steel ( Grade 304) railing made Kg 2,080.00 772.4 16,06,592.00

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 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.)

Total Carried over to summary 18,58,020.69 - -

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. complete as per specifications

and directions of Engineer-in-charge. (The panel shuttering

work shall be paid for separately).

61 (Note:- Cement content considered in this item is @ 330 Cum 204.80 9823.8 20,11,953.54

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

payable/ recoverable separately).

11.19 Chequered terrazo tiles 22 mm thick with graded marble

chips of size up to 6 mm in floors, jointed with neat cement

slurry mixed with pigment to match the shade of the tiles,

including rubbing and polishing complete, on 20 mm thick

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

62 11.19.1 Light shade pigment using white cement Sqm 1,349.76 1,533.80 20,70,261.89

11.51 Providing and laying machine cut, mirror polished, Italian -

Marble stone flooring laid in required pattern in linear portion

of the building all complete as per architectural drawings,

with 18 mm thick stone slab laid over 20 mm (average) thick

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

and jointed with white cement slurry @ 4.4 kg/sqm including

pointing with white cement slurry admixed with pigment to

match the marble shade including rubbing, curing and

polishing etc. all complete as specified and as directed by the

63 11.51.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Sqm 4,792.07 6,603.35 3,16,43,715.43

Fire Red or Dark Emperadore etc.

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 :

64 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Sqm 841.01 3,186.70 26,80,032.23

Brown, Cat Eye or equivalent

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.

65 11.56.1 Polished Granite stone slab of colour Black, Cherry/Ruby Red Sqm 713.60 4,481.30 31,97,855.68

66 11.37 Providing and laying Ceramic glazed floor tiles of size Sqm 307.77 1,096.55 3,37,485.19

300x300 mm (thickness to be specified by the manufacturer)

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

colours such as White, Ivory, Grey, Fume Red Brown, laid on

20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand),

Jointing with grey cement slurry @ 3.3 kg/sqm including

pointing the joints with white cement and matching pigment

etc., complete.

Digitally signed by SUJEET

67 8.31 Providing and fixing Ist quality ceramic glazed wall tiles Sqm 1,360.35 1,267.95 17,24,855.78

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 (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.

68 M.R Providing & fixing 4mm thick Vinyl sheet for flooring Sqm 67.20 2,134.47 1,43,436.67 -

confirming to IS 3462-1986 of approved make &

colour/pattern for Flooring in correct level / slope at all

levels/heights as per architectural drawings and

manufacturer's specifications & instructions. Vinyl shall be

fixed with approved adhesive properly, avoid bubbles in

flooring including cleaning the surface, pressing the vinyl by

appropriate roller properly, cutting and filling/ welding the

joints by approved and matching colour welding rod properly

etc. completed as per the instructions of the EIC. Joints shall

be finished properly so that area shall look Continuously and

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) :

70 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado Sqm 13.00 2,354.70 30,611.10

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

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

slurry mixed with pigment to match the shade of the slabs,

including rubbing and polishing complete.

71 MR6 Supply & installation of 100% commercial grade nylon carpet Sqm 288.42 2,086.05 6,01,658.00

tile of 250x1000mm of solution dyed PRO-CARE Fiber Nylon

(or equivalent), with construction as tufted carpet tile having

anti-microbial protection using PRO-CARE AG+ guard. The tile

shall have a pile weight of 16 oz/yd², pile height 4.0 ± 0.5

mm, and total height 6.5 ± 0.5 mm, with a non-woven soft

backing for superior comfort and acoustic insulation. The

carpet shall meet or exceed international safety and

performance standards including flammability (ASTM E648) –

Class 1, smoke density (ASTM E662) – Passed, color fastness

(GB 3920) – Passed, SVHC REACH compliance (235 items –

Not Detected), phthalates (EN 14372) – Passed, anti-fungal

activity (AATCC TM174) – 0 Grade, stain resistance (AATCC

TM175) – 9 Grade, TVOC (California Specification 01350) –

Low, heavy metal (EU RoHS Directive) – Not Detected, and

anti-static walking test (GB/T-18044) – ≤3kV.

Total Carried over to summary 4,52,58,533.51 - 6,01,658.00

Digitally signed by SUJEET

26.27 Providing and fixing mineral fibre false ceiling tiles at all

heights of size 595X595mm of approved texture, design and

pattern. The tiles should have Humidity Resistance (RH) of

99%Light Reflectance ≥ 85%, Thermal Conductivity k =

0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6

&7)in true horizont al level suspended on interlocking T-Grid

of hot dipped all round galvanized iron section of 0.33 mm

thick (galvanized @120 gsm) comprising of main T runners of

15x32 mm of length 3000 mm, cross T of size 15x32mm of

length 1200 mm and secondary intermediate cross T of size

15x32 mm of length 600 mm to form grid module of size

600x600 mm suspended from ceiling using galvanized mild

steel item (galvanised@80gsm) 50 mm long 8mm outer

diameter M-6 dash fasteners, 6 mm diameter fully threaded

hanger rod up to 1000 mm length and L-shape level adjuster

of size 85x25x2 mm, spaced at 1200 mm centre to centre

along main ‘T’. The system should rest on periphery walls

/partitions with the help of GI perimeter wall angle of

size24x24X3000 mm made of 0.40 mm thick sheet, to be

fixed to the wall with help of plastic rawl plug at 450 mm

centre to centre & 40 mm long dry wall S.S.screws. The

exposed bottom portion of all T-sections used in false ceiling

support system shall be pre-painted with polyester baked

all heights. The work

thick beveled shall

tegular be carried

mineral fibreout asceiling

tile (NRC 0.55 to 0.60)

12.52 Providing and fixing tiled false ceiling of specified materials of

size 595x595 mm in true horizontal level, suspended on inter

locking metal grid of hot dipped galvanized steel sections (

galvanized @ 120 grams/ sqm, both side inclusive) consisting

of main "T" runner with suitably spaced joints to get required

length and of size 24x38 mm made from 0.30 mm thick

(minimum) sheet, spaced at 1200 mm center to center and

cross "T" of size 24x25 mm made of 0.30 mm thick

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

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

secondary cross "T" of length 600 mm and size 24x25 mm

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

middle of the 1200x600 mm panel to form grids of 600x600

mm and wall angle of size 24x24x0.3 mm and laying false

ceiling tiles of approved texture in the grid including, 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 mm fixed to ceiling with 12.5 mm dia and 50 mm

long dash fasteners, 4 mm GI adjustable rods with galvanised

butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200

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

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

GI all Ceiling

Metal completeLayfor

in all heights as

perforated per specifications,

Tegular edge global white Sqm 307.77 2,068.75 6,36,699.19

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 powder coated of thickness 60

microns (minimum), including factory painted after bending

and perforation, and backed with a black Glass fiber

74 12.52.4 12.5 mm thick fully Perforated Gypsum Board tile made from Sqm 1,784.35 1,528.00 27,26,483.74

plasterboard having glass fibre conforming to IS: 2095 part I,

of size 595x595 mm, having perforation of 9.7x9.7 mm at

19.4 mm c/c with center borders of 48 mm and the side

borders of 30 mm, backed with non woven tissue on the back

side, having an NRC (Noise Reduction Coefficient) of 0.79,

with 50 mm resin bonded glass wool backing

Digitally signed by SUJEET

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

75 12.45.1 perimeter

mm thick with edge

tapered the help of dryplain

gypsum wallboard

screwsconforming

to IS: 2095- (Part I) :2011 (Board

with BIS certification marks)

76 12.32 Extra for sunk or raised mouldings in the plaster of Paris Sqm 101.90 607.45 61,900.86

(Gypsum anhydrous) ceiling.(Cove)

Total Carried over to summary 1,00,60,892.22 -

77 13.16 6 mm cement plaster of mix : Sqm 946.68 300.45 2,84,430.01

13.16.1 1:3 (1 cement : 3 fine sand)

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

13.6 20 mm cement plaster of mix :

81 13.116 Polishing in high gloss/matt finish melamine clear polish on Sqm 94.35 3,049.85 2,87,753.35

wood work in required color/wooden shade texture

82 13.26 Providing and applying plaster of paris putty of 2mm Sqm 12,553.22 262.70 32,97,729.58

thickness over plastered surface to prepare the surface even

and smooth complete.

13.83 Wall painting with premium acrylic emulsion paint of interior

grade, having VOC (Volatile Organic Compound ) content less

than 50 grams/ litre of approved brand and manufacture,

including applying additional coats wherever required to

achieve even shade and colour.

84 13.85.3 With water thinnable cement primer on wall surface having Sqm 12,553.22 73.95 9,28,310.25

VOC content less than 50 grams/litre

13.47 Finishing walls with Premium Acrylic Smooth exterior paint

with Silicone additives of required

85 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over Sqm 5,630.19 171.10 9,63,325.51

and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

Digitally signed by SUJEET

86 26.91 Providing and fixing factory made 18 mm thick single Sqm 848.57 3,437.15 29,16,672.69

extruded WPC (Wood PolymerComposite) solid plain white

colour board Jali, CNC (Computer numeric control) routed

ofapproved design by Engineer-in -charge which are machine

cut for duct/shaft covering,partitions and facades comprising

of virgin polymer of K value 58-60 (SuspensionGrade),

calcium corbonate and natural fibers (wood powder/ rice

husk/wheat husk) and non toxic additives(maximum toxicity

index of 12 for 100 gms) having minimum densityof 650

kg/cum and screw withdrawal strength of 1800 N (Face)

minimum compressivestrength 50 N/mm2, modulus of

elasticity 850 N/mm2 and resistance to spread of flame of

Class A category with properties of being termite/borer proof,

water/moistureproof and fire retardant and fixing on M.S

(mild steel) frame made of 25 x 25 x 1.5 mm square hollow

box section including applying a priming coat of app roved

steel primer,placed at grid made at 1.0 x 1.0 m or as per

requirement at site with necessary stainless steel fasteners

and SS screws etc., all complete as per direction of Engineer-

In- Charge (Note: M.S (mild steel) framework with priming

coat and necessary SS fasteners and SS screws shall be paid

Total Carried over to summary 1,79,74,024.43 -

DISMANTLING & DEMOLITION

87 15.3 Demolishing R.C.C. work manually/ by mechanical means Cum 150.00 3,551.25 5,32,687.50

including stacking of steel bars

and disposal of unserviceable material within 50 metres lead

as per direction of Engineer - incharge.

88 15.5 Extra for cutting reinforcement bars manually/ by mechanical Sqm 50.00 1,147.20 57,360.00

means in R.C.C. or R.B. work (Payment shall be made on the

cross sectional area of R.C.C. or R.B. work) as per direction of

Engineer-in-charge.

89 15.6 Extra for scrapping, cleaning and straightening reinforcement Kg 600.00 9.05 5,430.00

from R.C.C. or R.B. work

15.7 Demolishing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of

unserviceable material within 50 metres lead as per direction

of Engineer-in-charge

Total Carried over to summary 8,79,785.10 - -

WATERPROOFING WORK

91 22.5 Providing and laying water proofing treatment in sunken Sqm 495.17 617.05 3,05,542.49 -

portion of WCs, bathroom etc., by applying cement slurry

mixed with water proofing cement compound consisting of

(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.

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

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

layer will be allowed to air cure for 4 hours followed with

water curing for 48 hours. The rate includes preparation of

surface, treatment and sealing of all joints, corners, junctions

of pipes and masonry with polymer mixed slurry.

Digitally signed by SUJEET

92 MR PU Waterproofing: Surface Preparation: Cleaning the surface Sqm 1,378.13 1,579.72 21,77,065.56

using wire brush, for any loose particles, dirt / dust. Removal

of any protrusion and loose concrete, and repairing cracks,

levelling any undulations to prepare surface for Waterproofing

application. Second Step: Preparation of fillet / gola 50 mm x

50 mm along the periphery of the bathroom with cement

admixed with IWP compound.Third Step: Providing and laying

waterproofing treatment with liquid applied, U.V. resistant

polyurethane waterproofing membrane. LAM to be applied in

2 layers over the existing concrete surface primed with epoxy

primer @ 0.20 gr/sqm. First coat to be applied in longitudinal

direction and second coat in transverse direction. Second coat

to be applied after 6-24 hours depending upon the weather

conditions. Reinforce using geo-textile at wall-floor

connections, pipes, waterspouts (siphon), etc. In order to

reinforce, apply on the still wet ULTRATHANE a correct cut

piece of 40 gsm scrim cloth, press it to soak, and saturate

again with enough ULTRATHANE Both the coats shall have

1.5 Kg/sqm of consumption. The product shall have following

properties: Tensile strength of > 4 MPa, Elongation of >

450%, Shore A hardness of 70. Protection Plaster: Providing

and laying concrete protection of 50-75mm by adding water

proofing compound @200 ml per bag of cement.

93 12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm xSqm

20 mm) with SRI

Total Carried over to summary 26,53,813.92 21,77,065.56

ALUMINIUM & GLASS WORK

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 / paneling,

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

21.1.1 For fixed portion

94 21.1.1.2 Powder coated aluminium (minimum thickness of powder Kg 161.14 530.90 85,548.16

coating 50 micron)

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 EPDM

rubber / neoprene gasket required (Fittings shall be paid for

95 21.1.2.2 Powder coated aluminium (minimum thickness of powder Kg 196.79 634.45 1,24,852.15

coating 50 micron)

21.3 Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber /

neoprene gasket etc. complete as per the architectural

drawings and the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic item):

96 21.3.2 With float glass panes of 5 mm thickness (weight not less Sqm 298.86 1,505.25 4,49,864.68

than 12.50 kg/sqm)

97 21.13 Providing and fixing Brass 100mm mortice latch and lock with Each 23.00 528.85 12,163.55

6 levers without pair of handles (best make of approved

quality) for aluminium doors including necessary cutting and

making good etc. complete.

21.12 Providing and fixing aluminium tubular handle bar 32 mm -

outer dia, 3.0 mm thick & 2100 mm long with SS screws etc

.complete as per direction of Engineer-in-Charge

98 21.12.2 Powder coated minimum thickness 50 micron aluminium Each 92.00 631.55 58,102.60

tubular handle bar

Total Carried over to summary 7,30,531.14 -

STRUCTURAL GLAZING

Digitally signed by SUJEET

99 25.1 Providing and supplying aluminium extruded tubular and Kg 11,088.00 414.30 45,93,758.40

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 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

(c) Providing contacts

and filling, twowith

pumpand washers

filled, etc. of

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

Digitally signed by SUJEET

100 Note:-2. The following performance test are to be conducted Sqm 1,056.00 3,510.50 37,07,088.00

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

25.3 5. Seismic assembling

Providing, Movement Test (upto 30 mm)

and supplying visionasglass

(IGUs) comprising of hermetically-sealed 6-12- 6 mm

insulated glass (double glazed) vision panel units of size and

shape as required and specified, comprising of an outer heat

strengthened float glass 6mm thick, of approved colour and

shade with reflective soft coating on surface # 2 of approved

colour and shade, an inner Heat 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 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

101 (i) Coloured tinted float glass 6mm thick substrate with Sqm 1,056.00 3,718.70 39,26,947.20

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%, lightreflection 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.

102 MR Providing and Fixing of Glass films for fixing existing window Sqm 200 2,960.00 5,92,000.00

and aluminium partition glass for reduces the amount of heat

and radiation caused by the sun’s rays

Total Carried over to summary 1,22,27,793.60 5,92,000.00

BOQ - Strong Room

Digitally signed by SUJEET

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

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

5.33.2 All works above plinth level upto floor V level

103 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 Cum 86.81 10011.35 8,69,069.28

5.9 Centering and shuttering including strutting, propping etc. -

and removal of form for

104 5.9.2 Walls (any thickness) including attached pilasters, Sqm 3,213.78 842.5 27,07,609.65

butteresses, plinth and string courses etc.

105 5.9.20 Suspended floors, roofs, landings, balconies and access Sqm 630.08 1028.4 6,47,974.27

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

cutting, bending, placing in position and binding all complete

above plinth level.

106 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more Kg 15,899.43 107.85 17,14,753.07

107 MR Providing, supplying, installing, testing and commissioning of

BIS Certified Class 'B' Strong Room Door conforming to IS

11188 (Part-1):2014 (latest), complete with, Air Ventilator,

Exhaust Fan and V-Cage conforming to relevant BIS

standards, including dual key locking system, door frame, all Nos 3.00 8,55,560.00 25,66,680.00

hardware, anchor fasteners, fixing, grouting, testing and

commissioning, complete in all respects as per manufacturer's

specifications and Engineer-in-Charge's approval.

Total Carried over to summary 59,39,406.27 - 25,66,680.00

BOQ - External Development

2.6 Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

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

109 16.1 Preparation and consolidation of sub grade with power road Sqm 1,872.00 218.90 4,09,780.80

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 grade and disposal of

Providingearthwith lead upto

and applying 50 metres.

2.5 mm thick road marking strips

(retro- reflective) of specified shade/ colour using hot

thermoplastic material by fully/ semi automatic thermoplastic

paint applicator machine fitted with profile shoe, glass beads

dispenser, propane tank heater and profile shoe heater,

driven by experienced operator on road surface including cost

of material, labour, T&P, cleaning the road surface of all dirt,

seals, oil, grease and foreign material etc. complete as per

direction of Engineer-in-charge and accordance with

Digitally signed by SUJEET

111 16.79 Providing, laying, spreading and compacting graded stone Cum 140.40 2,914.30 4,09,167.72

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 paver finisher 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

112 16.80 Construction of dry lean cement concrete sub base over a Cum 140.40 4,148.65 5,82,470.46

prepared sub-grade with coarse and fine aggregate

conforming to IS:383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed

15:1,aggregategradation after blending to be as per

specifications, cement content not to be less than 150

Kg/cum, optimum moisture content to be determined during

trial length construction, concrete strength not to be less

than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid witha mechanical

paver, compacting with 8-10 tonne vibratory roller, finishing

and curing etc complete as per direction of Engineer-in-

113 16.75 Providing and laying C.C. pavement of mix M-25 with ready Cum 280.80 9,823.80 27,58,523.04

mixed concrete from batching plant. The ready mixed

concrete shall be laid and finished with screed board vibrator

, vacuum dewatering process and finally finished by floating,

brooming with wire brush etc. complete as per specifications

and directions of Engineer-in-charge. (The panel shuttering

work shall be paid for separately). (Note:- Cement content

considered in this item is @ 330 kg/cum. Excess/less cement

used as per design mix is payable/ recoverable separately).

114 16.45 Providing and fixing pre-moulded joint filler in expansion one cm. depth 15.00 5.30 79.50

joints of RCC roads / CC pavements after making the joints one cm. width per

dust free with high pressure air jet cleaners, all complete as metre length.

per direction of the Engineer-in-Charge. (Pre-moulded joint

fillers shall be made of bitumen hot sealing compound

impregnated fibre board having impregnation more than

35%, conforming to IS:1838 for fibre board and IS: 1834 for

16.46 hot sealing

Providing bitumen

filling in grade A.) bitumen hot

position rubberized one cm. depth -

sealing compound for sealing of expansion joints in roads / one cm. width per

pavements all complete as per direction of the Engineer-in- metre length.

115 16.46.1 Using grade ‘A’ sealing compound conforming to IS: 1834. 25.00 8.65 216.25

5.22 Reinforcement for R.C.C. work including straightening, -

cutting, bending, placing in position and binding all complete

upto plinth & above plinth level.

116 5.22.6 Thermo-Mechanically Treated bars. Kg 19,656.00 107.85 21,19,899.60

117 16.69 Providing and laying at or near ground level factory made Cum 14.47 10,117.60 1,46,391.55

kerb stone of M-25 grade cement concrete 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 at sharp curve

shall not to more than 5mm), including making drainage

opening wherever required complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall be

measured to calculate volume for payment). (Precast C.C.

kerb stone shall be approved by Engineer-in-charge).

118 16.68 Providing and laying 60mm thick faciory made cement Sqm 60.00 972.00 58,320.00

concrete interlocking paver block of M -30 grade made by

block making machine with strong vibratory compaction, of

approved size, design & shape, laid in required colour and

pattern over and including 50mm thick compacted bed of

coarse sand, filling the joints with line sand etc. all complete

Total the direction

toEngineer-in-charge.

Summary 68,47,895.24

3 LANDSCAPING & HORTICULTURE

16.3 Supplying and stacking at site.

120 2.36 Extra for levelling & neatly dressing of disposed soil Cum 1,006.20 93.05 93,626.91

completely as directed by Engineerin- charge

Digitally signed by SUJEET

2.4 Supplying and stacking at site dump manure from approved -

source, including carriage upto 5 km lead complete (manure

measured in stacks will be reduced by 8% for payment) :

121 DSR Screened through sieve of I.S. designation 4.75 mm cum 654.70 491.65 3,21,883.38

122 DSR Spreading of sludge, dump manure and/or good earth in cum 660.91 79.70 52,674.57

Horticulture required thickness as per direction of officer-in-charge (cost

2.8 of sludge, dump manure and/ or good earth to be paid

123 DSR Mixing earth and sludge or manure in the required proportion cum 396.16 55.70 22,065.966

Horticulture specified or directed by the 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

124 DSR needed

and separately)

125 DSR Holes 90 cm dia, and 90 cm deep Each 203.00 155.50 31,566.50

126 DSR Holes 60 cm dia, and 60 cm deep Each 174.00 47.85 8,325.90

127 DSR Holes 45 cm dia, and 45 cm deep. Each 190.00 20.65 3,923.50

128 DSR Providing and laying Neelgiri/Mexican grass turf with earth Per Sqm 839.45 257.00 2,15,738.37

Horticulture 50mm to 60mm thickness of existing ground prepared with

2.33 proper level and ramming with tools wooden (Dhurmos) and

than rolling the surface with light roller make the surface

smoothen and light waterning with sprinkler and maintenance

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

direction of officer-in-charge.

129 DSR Providing and Displaying Budded Rose (H.T. variety) 3 to 4 Each 14.00 35.80 501.20

Horticulture healthy branch 30 cm and above ht. well developed with one

4.91 and above flower plant in 20 cm Earthen Pot, as per direction

of the officer-in-charge.

130 DSR Providing and Displaying Creeper Rose variety 3 to 4 healthy Each 23.00 80.20 1,844.60

Horticulture branch 60 cm and above ht. well developed with one and

4.92 above flowers in 25 cm Earthen Pot, as per direction of the

officer-in-charge.

131 DSR Providing and Displaying Standard Rose (H.T. variety) 3 to 4 Each 33.00 160.40 5,293.20

Horticulture healthy branch 90 cm and above ht. well developed with one

4.93 and above flowers in 25 cm Earthen Pot, as per direction of

the officer-in-charge.

Total Carried over to Summary 16,21,547.46

4 UG TANK (Sump)

2.6 Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

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

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

excavation / banking excavated or stacked materials.

2.3 Banking excavated earth by mechanical / manual means in

layers not exceeding 20 cm in

Digitally signed by SUJEET

5.33 Providing and Laying in position ready mixied or site batched

design mix cement concrete for reinforced cement concrete

work : using Coarse aggregate and fine aggreagate is derived

from natural sources, portland pozzolana /ordinary portland

/Portland salg cement, admixtures in recomended proportion

as per IS; 9103 to accelerate / retard setting of Concrete, to

improve durability and workabilty without impairing Strength

: Inculding pupming of concrete to site of laying, Curing

carriage of all lead but excluding the cost of centring and

shuttring finishing and reinforcment as per Direction of EIC

for following grade of Conctrete

5.33.2 All works above plinth level upto floor V level

135 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 Cum 50.00 10011.35 5,00,567.50

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

cutting, bending, placing in position and binding all complete

upto plinth level.

136 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 7,800.00 107.85 8,41,230.00

5.9 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

137 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 566.00 392.15 2,21,956.90

138 5.9.2 Walls (any thickness) including attached pilasters, Sqm 750.00 842.5 6,31,875.00

butteresses,plinth and string courses etc.

139 5.9.20 Suspended floors, roofs, landings, balconies and access Sqm 560.00 1028.4 5,75,904.00

platform. with water proof ply 12 mm thick

5.9.16 Edges of slabs and breaks in floors and walls -

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.

141 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, Kg 326.59 172.6 56,369.60

gates and similar works

Total Carried over to Summary 34,46,780.00 -

5.33 Providing and Laying in position ready mixied or site batched

design mix cement concrete for reinforced cement concrete

work : using Coarse aggregate and fine aggreagate is derived

from natural sources, portland pozzolana /ordinary portland

/Portland salg cement, admixtures in recomended proportion

as per IS; 9103 to accelerate / retard setting of Concrete, to

improve durability and workabilty without impairing Strength

: Inculding pupming of concrete to site of laying, Curing

carriage of all lead but excluding the cost of centring and

shuttring finishing and reinforcment as per Direction of EIC

for following grade of Conctrete

5.33.2 All works above plinth level upto floor V level

142 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 Cum 17.18 10011.35 1,71,994.99

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

cutting, bending, placing in position and binding all complete

upto plinth level.

143 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 3,236.87 107.85 3,49,096.78

5.9 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

144 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 392.15 -

145 5.9.2 Walls (any thickness) including attached pilasters, Sqm 219.20 842.5 1,84,675.15

butteresses,plinth and string courses etc.

146 5.9.20 Suspended floors, roofs, landings, balconies and access Sqm 18.54 1028.4 19,067.07

platform. with water proof ply 12 mm thick

5.9.16 Edges of slabs and breaks in floors and walls -

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.

Digitally signed by SUJEET

148 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, Kg 110.24 172.60 19,027.58

gates and similar works

149 MR Waterproofing of Watertanks: Grouting Work: Charges Sqm 218.72 2508.72 5,48,707.86

towards pressure grouting work with neat cement slurry

admixed with expanding grout admixture incl. drilling holes,

fixing nozzles, sealing the holes after grouting with SBR Latex

enriched cement sand mortar etc. complete as per

manufacturers specification & direction of EIC.

The concrete surface must be brought into surface saturated

dry condition (SSD). Providing & Applying Applying 2 coats of

2 component acrylic polymer modified cementitious coating of

tensile strength of >2 Mpa as per ASTM D 412, elongation of

>150% as per ASTM D 412 ,crack bridging of upto 2 mm as

per ASTM C836,Adhesion to concrete >2 Mpa as per ASTM D

4541 & resisting 5 bars hydrostatic pressure as per BS EN

12390 applied@ 2.5 kg/m2 all over the slab including the

angular fillets and extendable over the vertical walls .The

interval between each coat of coating application is 6-8 hrs.

Reinforcing all joints with 45gsm geotextile fabric The

waterproofing system should be applied directly by the

manufacturer with 10 years of system guarantee against

Pipe peripheral treatment: Charges towards filling the annular

gap between pipe periphery and concrete / masonry with non-

shrink ready to use grouting compound including cleaning the

oversealing the inside joint mouths with a

2.6 Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

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

151 2.25 Filling available excavated earth (excluding rock) in trenches, Cum 1,357.64 196.00 2,66,097.71

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

in depth, consolidating each deposited layer by ramming and

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

4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All

work up to plinth level:

152 4.1.10 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from Cum 27.03 6518.60 1,76,210.80

natural sources : 8 graded stone aggregate 40 mm nominal

size derived from natural sources)

5.9 Centering and shuttering including strutting, propping etc.

and removal of form for all heights :

153 5.9.1 Foundations, footings, bases of columns, etc. for mass Sqm 194.04 392.15 76,092.79

154 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 423.40 961.30 4,07,010.57

155 5.9.5 Lintels, beams, plinth beams, girders, bressumers and Sqm 248.10 736.40 1,82,700.84

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

cutting, bending, placing in position and binding all complete

upto plinth level.

156 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 10,701.03 107.85 11,54,106.34

157 5.22.A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 4,019.98 107.85 4,33,554.93

above Plinth Lvl

5.33 providing and laying in position ready mixed or site batched

design mix cement concrete forreinforced 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 improvedurability and workability without

impairing strength; including pumping of concrete tosite 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

Digitally signed by SUJEET

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

cement content in design mix shallbe 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

All works upto plinth level

5.33.1.2 concrete of M-30 grade with minimum cement content of 350 Cum 96.75 9,655.70 9,34,228.95

5.33.2 All works above plinth level upto floor V level

159 5.33.2.2 concrete of M-30 grade with minimum cement content of 350 Cum 28.41 10,011.35 2,84,383.71

6.4 Brick work with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in superstructure above plinth

level up to floor V level in all shapes and sizes in :

160 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 96.77 9,105.95 8,81,205.55

161 10.1 Structural steel work in single section, fixed with or without kg 109.27 117.35 12,823.07

connecting plate, including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all

162 13.11 18 mm cement plaster in two coats under layer 12 mm thick Sqm 1,007.10 518.55 5,22,231.71

cement plaster 1:5 (1 cement : 5 coarse sand) finished with a

top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine

13.46 Finishing walls with Acrylic Smooth exterior paint of required

163 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over Sqm 1,007.10 160.60 1,61,740.26

and including priming coat of exterior primer applied @ 2.20

Total Carried over to Summary 57,51,008.98 -

TOTAL EXTERNAL DEVLOPMENT WORK AMOUNT 1,84,16,694.63 5,48,707.86

INTERNAL & EXTERNAL PLUMBING-SANITARY

164 17.78 Providing and fixing white vitreous china extended wall Each 53.00 14,999.15 7,94,954.95

mounting water closet of size mm of approved including

providing & fixing white vitreous china cistem with dual flush

fifing, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/

8 litres), including seat cover, and cistern fitings, nuts, bolts

165 MR-1 and gasketand

Providing etcfixing

counter base table top wash basin with Each 48.00 6,546.00 3,14,208.00

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

waste of standard pattern, including painting of fittings and

brackets, cutting and making good the walls wherever require

White Vitreous China Wash basin size 630x450 mm with a

8.2.3 pair of 15stone

Granite mm slab

brass pillar taps.

all colour and texture except black,

Cherry/Ruby red

167 17.80 Providing and fixing white vitreous china battery based Each 21.00 7,979.20 1,67,563.20

infrared sensor operated urinal of approx. size 610 x 390 x

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

ml consumption), having water inlet from back side,

including fixing to wall with suitable brackets all as per

manufacturers specification and direction of Engineer-in-

168 MR-2 Providing and fixing Urinal Division Plate with table rubbed, Each 21.00 6,546 1,37,469.29

edges rounded and polished, of size 900 x 450 mm, fixed in

urinal partitions by cutting a chase of appropriate width with

chase cutter and embedding the stone in the chase with

epoxy grout or with cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 6 mm nominal size)

as per direction of Engineer-in-charge and finished smooth.

17.10 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

170 MR-3 Suplying and fixing of Waste Coupling – Full Thread 32MM, Each 48 594.20 28,521.62

Range:Allied,Material:Brass,Description:Waste Coupling – Full

171 17.22A Providing and fixing CP Brass 32 mm size Bottle Trap of Each 74.00 1,034.80 76,575.20

approved quality

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

Digitally signed by SUJEET

17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin

including P.V.C. waste fittings com lete.

17.32 Providing and fixing mirror of superior glass (of approved

quality) and of required shape and size with plastic moulded

frame of approved make and shade with 6 mm thick hard

173 17.32.2 Rectangular shape 453x357 mm Each 48.00 1,361.80 65,366.40

17.34 Providing and fixing toilet paper holder :

18.53 Providing and fixing C.P. brass angle valve for basin mixer of

approved quality conforming to IS:8931

176 18.65 Providing and fixing PTMT soap Dish Holder having length of Each 48.00 111.45 5,349.60

138 mm, breadth 102 mm, height of 75 mm with concealed

fitting arrangements, weighing not less than 106 gms.

177 MR-4 Providing and fixing SS grade 316 trapezoidal shape 215 mm Each 48.00 231.95 11,133.50

long, 200 mm wide with minimum distances of 37 mm from

wall face with concealed fittings arrangement of approved

quality and colour, weighing not less than

178 MR-5 Providing of C.P Towel rack with all accessories as per Each 48.00 2,877.41 1,38,115.72

approved specifications with 600 mm length, SS 304, and

making good the walls wherever required

Providing and fixing of 15 mm dia C.P. brass Pillar cock with

CP wall flange of approved quality with flow rate of 5 LPM

complying to Green Building requirements.

179 MR-6 15 mm nominal bore Each 53 2,677.83 1,41,924.96

180 MR-7 Providing of C.P WALL MOUNTED SWIVEL SPOUT KITCHEN Each 5 2,841.84 14,209.21

SINK MIXER with all accessories as per approved

specifications, Material: Brass,Mounted : Wall mounted,Series

181 MR-8 Supplying of Health Faucet, Material:Brass,Description:Health Each 53 3,337.47 1,76,886.17

Faucet With Tube 1 Meter & Hook,Finish:Chrome,Dimension

182 MR-9 Providing of C.P 2 WAY ANGLE COCK with Wall Flange and all Each 63 2,105.16 1,32,625.09

accessories as per approved specifications, Material:

Brass,Mounted : Wall mounted, Series:Florida

183 MR-10 Supplying and fixing of Twin Coat Hook:Material:18-8 S, Each 53 1,026.30 54,394.01

type-304, stainless steel,Application:WC Cubicle

Area,Warranty:1 year.

184 MR-11 Providing and fixing of FLOOR DRAIN WITH COCKROACH Each 101 1,852.67 1,87,119.98

TRAP, Dimensions : 5X5 INCH, Shape: Square Flat

Cut,Material: Stainless steel 304, Finish: Gloss/Matt,

Warranty : 1 Year

185 MR-12 Providing of FLOOR DRAIN WITH HOLE AND COCKROACH Each 51 1,923.98 98,122.83

TRAP, Dimensions -6X6 INCH, Material: Stainless steel 304,

Finish: Steel, Warranty : 1 Year

186 MR-13 Supplying of HI SPEED HAND DRYER Construction : Steel Each 48 26,067.39 12,51,234.51

#304,Mounting : Wall Mounted, Operation : Automatic, Hand

Dry Time : 9S ,Auto Cutoff : 60 seconds, Noise Leve : 60-

70db, Motor : brush motor, Speed : 30000r/min, Voltage :

220-240V, Rated Power : 1000W, Current : 6A

187 MR-14 Supplying of S.STEEL SOAP DISPENSER Container : 18-8 S, Each 48 3,744.33 1,79,727.71

Type-304, Stainless Steel Material : Non Corrosive Steel,

Capacity : 190 ML

188 MR-15 Providing and fixing of vitreous China Sanitary fixtures and Each 10 16,467.76 1,64,677.65

CP fitting and other accessories for Handicapped toilet . Each

Matrix Set shall comprised (Wash Basin 650 x 350 with one

pair mounting brackets, EWC & Cistern complete with fittings

& seat cover, one no hinged rail 76 cm and five no's of grab

189 MR-16 rails 60 cm).

Providing andcomplete

fixing of all respect.

1 No. Swing Handicap Grab Bar - Each 1,27,876.51

Stainless Steel at fixed height for handicap toilet complete as

190 MR-17 Providing and fixing of 1 No. Stainless Steel Grab Barl (600 Each 10 5,226.33 52,263.33

Mm),32mm Dia. at fixed height for handicap toilet complete

Digitally signed by SUJEET

191 MR-18 Providing and fixing of 1 No. Stainless Steel Grab Bar (350 Each 10 4,689.46 46,894.55

Mm),32mm Dia. at fixed height for handicap toilet complete

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 and 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 gocx:l the same including

testing of joints complete as per direction of Engineer in

Concealed work, including cutting chases and making the walls etc.

192 18.8.2 20 mm nominal dia Pipes Metre 360.43 537.00 1,93,553.39

193 18.8.3 25 mm nominal dia Pipes Metre 715.80 627.00 4,48,806.60

194 18.8.4 32 mm nominal dia Pipes Metre 342.50 739.00 2,53,107.50

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply

including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent

cement, trenching, refilling & testing of joints complete as per

direction of Engineer in Charge as per IS code 15778.

195 18.9.2 20 mm nominal dia Pipes Metre 232.10 274.30 63,665.03

196 18.9.3 25 mm nominal dia Pipes Metre 362.10 355.40 1,28,690.34

197 18.9.4 32 mm nominal dia Pipes Metre 101.00 438.60 44,298.60

198 18.9.5 40 mm nominal dia Pipes Metre 94.51 563.00 53,208.23

199 18.9.6 50 mm nominal dia Pipes Metre 306.00 794.25 2,43,040.50

200 18.9.7 65 mm nominal dia Pipes Metre 293.00 1674.4 4,90,599.20

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

quality (screwed end) :

Providing, installation, testing and commissioning of stainless

steel Y- strainer fabricated out of 1.6 mm thick stainless

steel, Grade 304, sheet with 3 mm dia holes with stainless

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

approved quality screwed end

DSR-E&M- Supplying, fixing, testing and commissioning of butterfly

2025// valve of PN 1.6 rating with bronze/gunmetal seat duly ISI

30.7.1 marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as required :

209 18.14 Fixing Water meter and stop cock in G.I. pipe line including Each 4.00 812.30 3,249.20

cutting and threading the pipe and making long screws etc.

complete (cost of water meter and stop cock to be paid

18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick

work in cement mortar (1 cement : 4 coarse sand) for sluice

valve, with C.I- surface 100 mm top diameter, 160 mm

bottom diameter and 180 mm deep ( inside) with chained lid

and RCC top slab 1 : 1.5:3 mix (1 cement : 1.5 coarse sand :

3 graded stone aggregate 20 mm nominal size), including

necessary excavation, foundation concrete 1 (1 cement : 5

fine : 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 .

210 18.33.1 With common burnt clay EPS-(non modular) bricks of class Each 10.00 10,862.40 1,08,624.00

designation 7.5

211 DSR-E&M- Providing and fixing in position the industrial type pressure Each 19.00 1,491.00 28329

2025 gauges with gun metal/ brass valves complete as required

Providing and fixing,testing and commissioning of expansion

Bellow,Material Rubber and GI Flange,Thread Size As per

customers requirement

Digitally signed by SUJEET

213 MR-21 Providing water level indicator or Automatic water Level Each 10 2,458 24,580.58

Indicator with Musical Alarm on Tank Full and Buzzer on Tank

214 18.48 Providing and placing on terrace (at all floor levels) Per Litre 27,000.00 11 2,97,000.00

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

Providing and fixing GI fabricated hot dipped galvanized

coating puddle flange comprising of 600 mm dia long M.S

class 'C' pipe (screwed end up to 50 mm & flange for more

than 50 mm dia) with 6 mm thick M.S plates of required size

including cutting holes in Centre of plate, inserting pipe &

making welded (Arc) joint complete. Same shall be installed

with TEC welded joint in position with reinforcement bars of

RCC tank wall/slab including making cutout in shuttering

during concrete casting of tank of following diameter.(For

215 MR-22 65 mm nominal bore Each 2 34,223 68,446.62

216 MR-23 50 mm nominal bore Each 2 18,928 37,855.79

ELECTRIC PANNEL FOR DOMESTIC AND FLUSHING

WATSE SUPPLY PUMP

217 DSR-E&M- Supplying and fixing TP sheet steel enclosure on surface/ Each 2.00 1,707.00 3414

2025/ recess along with 16/25/32 A 415 V "C" curve TP MCB

2.17 complete with connections, testing and commissioning etc. as

Supply, installation, testing and commissioning of

following cables:

PVC insulated unsheathed bright annealed bare copper

conductor single core industrial cable & PVC insulated, PVC

round sheathed multicore industrial cables for voltage grade

upto 1100V as per IS694:1990

DSR-EL- Supplying and installing following size of perforated painted

2025/4.1 with powder coating M.S. cable trays with perforation not

more than 17.5%, in convenient sections, joined with

connectors, suspended from the ceiling with M.S. suspenders

including bolts & nuts, painting suspenders etcas required.

219 4.1.3 200 mm width X 50 mm depth X 1.6 mm thickness Metre 20.23 775.00 15675.00275

Supplying & installation of approved make required capacity

3 phase, 50 Hz, 415V, centrifugal mono-block pump, with

starter i/c single phase preventer, connections, base channel

foundation etc. as required as per specifications but

excluding pipe and connection cable.

SUB-HEAD-I: PLUMBING PUMP

PUMPS - Raw Water, Water Supply Pumps

Note- All pumps to be provided with mechanical seal and wearing ring and mechaical seal. Performance curve should be got approved before placing the order. (All pumps should be supplied with base frame) (All level controller , water meter & Pumps shall be BMS compatible. )(all pumps shall be supplied with vibration pad).

Providing & Fixing, testing and commissioning mono block

pump, 3 Phase 415volts of the following capacity with

mechanical seal.

The pump shall be selected for performance at best efficiency

point. However, the pump selection shall be suitable for

performance with set point @ + 20% of the rated head.

Domestic and Flushing water

5 HP, Three Phase, 415 Volts, Size 100 mm x 100 mm

TOP - Thermal Overload Protector

Power Ratings : 0.37 to 3.7 kW

Mover : Electric Motor

Make: AS approved

221 MR-26 Providing and fixing water cooler with normal-cold- hot Each 13 87860.00 11,42,180.00

tap.inbuilt water purifier.water cooler capacity storage

capacity 80 L,cooling capacity 40 litre Body material

Stainless Steel 1W+2C Faucets Cold & Warm Water cooler

,Refrigerant : R22,Dimension : 1145x812x612 mm Voltage :

230 V Frequency : 50 Hz

SEWERAGE & DRAINAGE NETWORK

Digitally signed by SUJEET

Providing, laying, jointing & testing of following P.V.C. pipes

with solvent cement joint for 8 kg/ sq. cm. pressures

including testing of joints, cost of jointing materials etc.

complete in all respect.(class B) IS: code

222 MR-27 40 mm diametre metre 115.2 579 66,649.88

223 MR-28 50 mm diametre metre 138.2 697 96,380.42

For Road crossing

CATH BASIN FOR RAIN WATER

Constructing brick masonry road cath basin 450x450x77.5

cm with bricks in cement mortar 1:4 (1 cement : 4 coarse

sand ) with precast R.C.C. vertical grating complete as per

standard design :

226 MR-31 With common burnt clay F.P.S. (non modular) bricks of class designation each

19.28 Constructing brick masonry road gully chamber 45x45x77.5

cm with bricks in æment mortar 1:4 (1 cement : 4 coarse

sand ) with precast R.C.C. vertical grating complete as per

standard design

227 19.28.1 With common burnt clay F.P.S. (non modular) bricks of class each 8.00 6,889.80 55,118.40

designation 7.5

CIRCULAR MANHOLE FOR SEWER LINE

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 1:24 (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 intemal diameter conforming to

IS. 12592. weight of cover and frame to be not less than 182

kg. fixed in cement concrete 1 (1 cement : 2 coarse sand : 4

stone aggregate 20 mm

nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at

common surface

burnt shall paid (non

clay FPS- for separately) :

modular) bricks of class designation

CIRCULAR MANHOLE FOR STORM LINE

19.9 Constructing brick masonry circular type manhole 0.91 m

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

mortar 1:4 (1 cement : 4 coarse sand), inside cernent plaster

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

sand) finished with a floating coat Of neat æment, 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 concrete1:2:4 (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

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

warse sand 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete. (Excavation,

rests and 12 mm thick cement plaster at the external surface

229 19.9.1.1 shall be id for se

With common ratel

bumt clay F-P-S. (non modular) bricks of class each 22.00 12,725.00 2,79,950.00

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

230 19.10.1 With common burnt Clay F.P.S. (non modular) bricks Of class each 22.00 7,591.80 1,67,019.60

Digitally signed by SUJEET

231 19.16 Providing orange colour safety foot rest of minimum 6 mm each 120.00 553.70 66,444.00

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

steel bar conforming to IS : 1786, having minimum cross

section as 23 mmx25 mm and over all minimum length 263

mm and width as 165 mm with minimum 112 mm space

between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate

anchoring projections on tail length on 138 mm as per

standard drawing and suitable to with stand the bend test

and chemical resistance test as per specifications and having

manufacture's permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15

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

6 graded stone aggregate 20 mm nominal size) complete as

19.21 per design.

Making connection of drain or sewer line with existing

manhole including breaking into and making good the walls,

floors with cement cincrete 1:2:4 mix (1cement: 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) cement

plastered on both sides with cement mortar 1:3 (1cement : 3

coarse sand) finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete for

pipes to 250mm

mm diameter each 4.00 810.45 3,241.80

12.41 Providing and fixing on wall face unplasticised Rigid PVC rain

water pipes conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382, leaving 10

mm gap for thermal ex ansion, i Sin le socketed i s.

12.43 Providing and Fixing on wall face un-plasticised - PVC pipe

clips of approved design to un-plasticised - PVC rain water

pipes by means of 50 x 50 x 50 mm hard wood plugs,

screwed with M.S. screws of required length including cutting

brick work and fixing in cement mortar 1:4 (1 Cement: 4

Coarse sand) and making good the walls etc. complete

235 12.44 Providing and fixing to the inlet mouth of rain water pipe cast each 6.00 54.70 328.20

iron grating 15 cm diameter and weighing not less than 440

236 12.22 Making khurras 45x45 cm with average minimum thickness of each 6.00 298.25 1,789.50

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

graded stone aggregate of 20 mm nominal size) over P.V.C.

sheet 1 m x1 m x 400 micron, finished with 12 mm cement

plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat

cement, rounding the edges and making and finishing the

outlet complete

EXTERNAL PLUMBING WORK

HOTRICULTURE PLUMBING

MR-32 Providing UPVC Pipe confirming to IS:4985 of 10kg/sqcm

quickfit type for garden irrigation system cut to required

length pipe to be laid below level in trenches up to required

depth, including excavation in all kind of soil (hard rock)

dewatering, refilling, watering, ramming and removing the

surplus excavated material and putting 100 m sand all-

25 mm andod making good the same. Metre 18 1032.95 18,593.04

238 MR-33 Providing In position Brass Sprinkler including riser pipe & Each 10 2,085 20,847.61

accessories for garden/green area complete as required.

239 MR-34 Providing,in position 25 mm dia Lawn hydrant consisting of Each 60 3,451 2,07,043.35

25 mm dia Ball Valve, G.I nipple and threaded hose reciever

complete as required.

EXTERNAL SEWERAGE & DRAINAGE NETWORK

2.13 Excavating trenches of required width for pipes, cables, etc,

including excavation for sockets, depth upto 1.5 m, including

getting out the excavated materials, returning the soil as

required in layers not exceeding 20 cm in depth, including

consolidating each deposited layers by ramming, watering

etc., stacking serviceable material for measurements and

disposal of unserviceable material as directed, within a lead of

240 2.13.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding metre 400.00 998.65 3,99,460.00

Digitally signed by SUJEET

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

pipes with collars jointed with stiff mixture of cement mortar

in the proportion of 1:2 (1 cement : 2 fine sand) including

testing of joints etc. complete :.

RAIN WATER HARVESTING PIT

23.1 Boring/drilling bore well of required dia for casing/ strainer

pipe, by suitable method prescribed in IS: 2800 (part I),

including collecting samples from different strata, preparing

and submitting strata chart/bore log, including hire & running

charges of all equipments, tools, plants & machineries

required for the job, all complete as per direction of Engineer

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

23.1.1 All types of soil

23.3 Supplying, assembling, lowering and fixing in vertical position

in bore well, unplasticized PVC medium well casing (CM) pipe

of required dia, conforming to IS: 12818, including required

hire and labour charges, fittings & accessories etc. all

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

244 23.3.3 charge.

200 mm nominal size dia. Meter 44,534.00

Supplying, assembling, lowering and fixing in vertical position

in bore well unplasticized PVC medium well screen (RMS)

pipes with ribs, conforming to IS: 12818, including hire &

labour charges, fittings & accessories etc. all complete, for all

depths, as per direction of Engineer-in-charge.

245 23.4.3 200 mm nominal size dia. Meter 40.00 1255.7 50,228.00

246 23.5 Supplying, filling, spreading & leveling stone boulders of size cum 16.00 1509.8 24,156.80

range 5 cm to 20 cm, in recharge pit, in the required

thickness, for all leads & lifts, all complete as per direction of

Engineer-in-charge.

247 23.6 Supplying, filling, spreading & leveling gravels of size range 5 cum 16.00 1538.25 24,612.00

mm to 10 mm, in the recharge pit, over the existing layer of

boulders, in required thickness, for all leads & lifts, all

complete as per direction of Engineer-in-charge.

248 23.7 Supplying, filling, spreading & leveling coarse sand of size cum 8.00 1538.25 12,306.00

range 1.5 mm to 2 mm in recharge pit, in required thickness

over gravel layer, for all leads & lifts, all complete as per

direction of Engineer –in-charge.

249 23.8 Gravel packing in tubewell construction in accordance with cum 16.00 2024.5 32,392.00

IS: 4097, including providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual requirement, all

complete as per direction of Engineer-in-charge.

23.15 Providing and fixing Bail plug/ Bottom plug of required dia to

the bottom of pipe assembly of tubewell as per IS:2800 (part

251 DSR-RA Construction of Recharge well including earth work in each 8.00 183472.43 14,67,779.44

excavation in overarea, foundations in all kinds of

soil/ordinary rock including all lifts and lead, backfilling,

including PCC (1:4:8) work, masonry work, RCC M15 grade

work in top slab including reinforcement, centering,

shuttering, 12mm cement plastering (1:3) finished with a

float coat of neat cement, as per techncial specifications,

252 DSR-RA drawings, all complete.

Construction of De-Silting Chamber including earth work in each 8.00 37740.15 3,01,921.20

excavation in overarea, foundations in all kinds of

soil/ordinary rock including all lifts and lead, backfilling,

including PCC (1:4:8) work, masonry work, RCC M15 grade

work in top slab including reinforcement, centering,

shuttering, 12mm cement plastering (1:3) finished with a

float coat of neat cement, as per techncial specifications,

drawings, all complete.

Digitally signed by SUJEET

253 23.9 Providing and fixing factory made precast RCC perforated each 8.00 1399.95 11,199.60

drain covers, having concrete of strength not less than M-25,

of size 1000 x 450x50 mm, reinforced with 8 mm dia four

nos longitudinal & 9 nos cross sectional T.M.T. hoop bars,

including providing 50 mm dia perforations @ 100 to 125 mm

c/c, including providing edge binding with M.S. flats of size 50

mm mm x 1.6 mm complete, all as per direction of Engineer-

Providing, laying, jointing & testing of following UPVC. pipes

with solvent cement joint for 8 kg/ sq. cm. pressures

including testing of joints, cost of jointing materials etc.

complete in all respect.(class B) IS: code

BOREWELL AND PUMP SET

23.1 Boring/drilling bore well of required dia for casing / strainer

pipe, by suitable method prescribed in IS: 2800 (part I),

including collecting samples from different strata, preparing

and submitting strata chart/ bore log, including hire &

running charges of all equipments, tools, plants &

machineries required for the job, all complete as per direction

of Engineer -in-charge, upto 90 metre depth below ground

All types of soil

23.3 Supplying, assembling, lowering and fixing in vertical position

in bore well, unplasticized PVC medium well casing (CM) pipe

of required dia, conforming to IS: 12818, including required

hire and labour charges, fittings & accessories etc. all

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

200 mm nominal size dia 1,20,241.80

23.4 Supplying, assembling, lowering and fixing in vertical position

in bore well unplasticized PVC medium well screen (RMS)

pipes with ribs, conformingto IS: 12818, including hire &

labour charges, fittings & accessories etc.all complete, for all

depths, as per direction of Engineer-in-charge.

258 23.8 Gravel packing in tubewell construction in accordance with Cum 8.00 2024.5 16,196.00

IS: 4097, including providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual requirement, all

complete as per direction of Engineerin- charge.

259 23.9 Providing and fixing factory made precast RCC perforated Each 4.00 1399.95 5,599.80

drain covers, having concrete of strength not less than M-25,

of size 1000 x 450x50 mm, reinforced with 8 mm dia four

nos longitudinal & 9 nos cross sectional T.M.T. hoop bars,

including providing 50 mm dia perforations @ 100 to 125 mm

c/c, including providing edge binding with M.S. flats of size 50

mmmm x 1.6 mm complete, all as per direction of Engineer-

260 23.12 in-charge.

Development of tube well in accordance with IS : 2800 (part Hour 8.00 1085.05 8,680.40

I) and IS: 11189, to establish maximum rate of usable water

yield without sand content (beyond permissible limit), with

required capacity air compressor, running the compressor for

required time till well is fully developed, measuring yield of

well by “V” notch method or any other approved method,

measuring static level & draw down etc. by step draw down

method, collecting water samples & getting tested in

approved laboratory, i/c disinfection of tubewell, all complete,

including hire & labour charges of air compressor, tools &

accessories etc., all as per requirement and direction of

Engineer-in-charge.

23.13 Providing and fixing suitable size threaded mild steel cap or

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

pipe, removable as per requirement, all complete for borewell

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

casing/housing pipe of tubewell as per IS: 2800 (part I),

including necessary bolts & nuts of required size complete.

Digitally signed by SUJEET

23.15 Providing and fixing Bail plug/ Bottom plug of required dia to

the bottom of pipe assembly of tubewell as per IS:2800 (part

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

approved quality (screwed end) :

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

quality (screwed end) :

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

including trenching and refilling etc.

266 18.12.8 80 mm dia nominal bore Metre 12.00 1041.7 12,500.40

Supplying &installation of required capacity of three phase,

50 Hz,415V, deep well submersible pump steel body, as per

IS of approved make, suitable upto 6 " tube well with control

panel starter suitable for submersible pump with dry run

protection, single phase preventer, connections, including

clamp, bore cap etc. as required as per specifications but

267 MR-35 excluding

upto and connection

5 stages, cable 55-13, discharge LPM

head metre Set 2 46,593 93,185.60

Supply intsllation ,testing and commissioning flat aluminium

cable for submersibile pump motor

269 MR-37 Supply installation, testing and commissioning of approved each 2 13,014 26,027.71

make DOL starter 5 hp, 3 phase, 50 Hz, 415V, i/c single

phase preventer, incoming MCB 32A 4P, 10KA , in outdoor

type enclosure, connections, as required as per specifications.

270 DSR-E&M- Supplying and fixing TP sheet steel enclosure on surface/ each 2 1707 3414

2025/2.17 recess along with 16/25/32 A 415 V "C" curve TP MCB

complete with connections, testing and commissioning etc.

WATER TREATMENT PLANT

Providing,Fixing,testing and commissioning of pumping

system comprising the following:

1.1 Vertical centrifugal pumps with mechanical seal, SS Volute

casing and SS impeller connected to suitable capacity TEFC

induction motor suitable for 415 ± 10 % volts, 3 phase, 50

cycles A.C. supply with 100 mm dia. pressure gauges ,

vibration eliminator pads including MS skid and mounting of

the pumps on the skid. (Motor to be of the same make as the

Filter Feed Pump : Capacity : 200 LPM Each Pump (1 Working SET 1 174608.38 1,74,608.38

+ 1 Standby) @ 35 M head.

Supply, installation, testing & commissioning of 2 Nos.

Stainless Steel (SS 304) Perforated Corrugated Bar Screen

(Basket type) of sizes as per drawing with suitable lifting

chain type manual arrangement.

Coarse screen - 22mm spacing

Fine screen - 6 mm spacing

272 Make: Fabricated Set 1 37592.78 37,592.78

3 Supply, assembly, erection, testing and commissioning of

SS/CI submersible grinder type pumps, suitable to handle

pump room drainage having the following capacities,

complete with 3 phase squirrel cage submersible motor of

required HP for 415 ± 10% volts, 3 phase, 50 Hz. A.C. supply

cooled by surrounding liquid, dry running preventor, G.I.

guide pulling chain, all the necessary piping and accessories,

valves, delivery header , pressure gauge , vibration

elimination pads etc. as required complete in all respects. The

rate will also include a three level sensor, controller and level

indication (low, mid and high) system with a sounder for high

level. The pumps will start as follows: (a) At mid level pump

1 will start. (b) At high level pump2 will start and there will

be a sounder alarm.

Digitally signed by SUJEET

The above installation shall be complete with sump pump

lifting assembly, ready made electro – galvanized MS lifting

chain, GI pipe header complete with discharge manifold,

flanges, tee, elbow etc. complete including GI pipe upto the

top of sump and including GI union. Header shall be sized for

both pump working under delivery velocity of 1.5 m/sec.

273 Capacity of 300 lpm against a total head of 10 m (solid SET 1 98410.93 98,410.93

handling 20 mm) (Drainage Pump) (1 Working + 1 Stand by)

(SS Body and SS Impeller and shaft) GRINDER TYPE

MULTIGRADE SAND FILTER

4 Supply, assembly, erection, testing & commissioning of

vertical M.S. Dual Media filter fabricated from 6mm thick M.S

plate shell and 8mm thick M.S. plate dished ends with 3mm

non-toxic, non-leaching rubber lining (rubber lining to be

tested for pin-holes by spark tester) inside complete with

initial charge of filter media , face piping (GI, C Class),

diaphragm/butterfly/non-return valves, accessories, painting,

testing and commissioning of any under drainage system as

Capacity : 210 lpm

Filtration rate : 18 M³/M²/hr

Max. operating pressure : 4.0 Kg/Sq.cm

274 Test pressure : 5.0 Kg/Sq.cm SET 1 273874.79 2,73,874.79

ACTIVATED CARBON FILTER

5 Supply, assembly, erection, testing & commissioning of

vertical M.S. Activated Carbon filter fabricated from 6mm

thick M.S plate shell and 8mm thick M.S. plate dished ends

with 3mm non-toxic, non-leaching rubber lining (rubber lining

to be tested for pin-holes by spark tester) inside complete

with initial charge of filter media activated carbon, face piping

(GI, C Class), diaphragm/ball/non-return valves, accessories,

painting, testing and commissioning of any under drainage

system as required, complete.

Capacity : 210 lpm

Filtration rate : 15 M³/M²/hr

Max. operating pressure : 4.0 Kg/Sq.cm

275 Test pressure : 5.0 Kg/Sq.cm SET 1 325605.18 3,25,605.18

6 Providing and fixing vertical MS softner with resin for

hardness removal. The shell shall be fabricated from MS plate

complete with initial charge of Resin.MS (FRP Lining) / HDPE

brine tank of suitable capacity with ejector & MS frontal

piping painted with two or more coats of epoxy point with

valves, fittings for service, regeneration and rinsing alongwith

other accessories. Softener shall be painted with two or more

coats of approved epoxy paint inside as well as outside of

softener complete in all respect including aeration stainless

grid for agitation in brine tank for salt mixing.

Capacity : 210 lpm

Filtration rate : 15 M³/M²/hr

Max. operating pressure : 4.0 Kg/Sq.cm

276 Test pressure : 5.0 Kg/Sq.cm SET 1 389918.63 3,89,918.63

277 supply, installing, testing & commissioning of Ultraviolet dis- SET 1 185793.33 1,85,793.33

infection unit for tertiary treated water (with flow rating 6.5

LPS) with bypass arrangement. The dis-infection chamber

shall be constructed of SS 316L on all wetted parts. The UV

lamp shall be of low pressure mercury vapor type with hard

glass enclosure, the sockets shall be water tight & vibration

resistant. The lamp life shall be rated for 9000 hours. The

access to the UV lamp shall be without the need to interrupt

the ballast circuit with all necessary accessories as required,

complete in all respect.

278 Supplying, installing, testing and commissioning of Sodium SET 1 27805.95 27,805.95

Hypochloride dosing system consisting of one HDPE tank of

300 litres capacity with a positive displacement diaphragm

dosing pump having variable flow rate of 0-8 LPH. The motor

shall be suitable for operation at 240 V / single phase /50 Hz.

Supply. The pump shall be supplied complete with necessary

polypropylene piping, valves, strainers, low level switch and

injection fittings. The pump shall be speed & stroke control.

Digitally signed by SUJEET

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply

including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent

cement, trenching, refilling & testing of joints complete as per

279 18.9.7 direction

65 of Engineer

mm nominal in Charge.

27.11 Supplying, fixing, testing and commissioning of butterfly

valve of PN 1.6 rating with bronze/gunmetal seat duly ISI

marked complete with nuts, bolts, washers, gaskets

conforming to IS 13095 of following sizes as requiredd

27.14 Providing, installation, testing and commissioning of non-

return valve of following sizes confirming to IS: 5312

complete with rubber gasket, GI bolts, nuts, washers etc.as

27.15 Providing, installation, testing and commissioning of stainless

steel Y-strainer fabricated out of 1.6 mm thick stainless steel,

Grade 304, sheet with 3 mm dia holes with stainless steel

286 Design, fabrication, assembling, wiring, supply, installation, SET 1 162025.32 1,62,025.32

testing and commissioning of CONTROL PANEL 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. earthling terminals shall be provided for 3

phase, 4 wire, 50 Hz supply system. Panel should be

complete with Isolation push button for every equipment and

auto manual selection switches .(As per actual equipment

rating and as per manufacturer standards) including cables ,

wires . terminations , GI earthing GI strips and cable tray etc.

MR-38 Supply, Fabrication, Construction, Manufacturing,

Transportation, Supervision of Erection and Commissioning of

Sewage Treatment Plant of capacity 32 KLD

Instrumentation

Piping, Fittings and Valves

Electrical Panel, Wiring & Cabling

287 Miscellaneous Set 1 96,45,306 96,45,306.39

288 MR-39 Online Monitoring System Lot 1 7,00,301 7,00,300.92

TOTAL AMOUNT 0 0 10345607.31

TOTAL AMOUNT 0 0 10345607.31

A DISTRIBUTION BOARDS

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

sheet steel, MCB distribution board, 240 V, on surface/

recess, complete with tinned copper bus bar, neutral bus bar,

earth bar, din bar, interconnections, powder painted including

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

2.4 Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 V, on

surface/ recess, complete with tinned copper bus bar, neutral

bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without

MCB/RCCB/Isolator)

8 way (4 + 24), Double door

Digitally signed by SUJEET

2.1 Supplying and fixing 5 amps to 32 amps rating, 240 volts, 'C'

series, miniature circuit breaker suitable for inductive load of

following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

292 2.10.2 Single pole and neutral Each - 643.00 -

293 2.11 Supplying and fixing single pole blanking plate in the existing Each 20.00 - 14.00 280.00

MCB DB complete etc. as required.

2.14 Supplying and fixing following rating, double pole, (single

phase and neutral), 240 V, residual current circuit breaker

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

MCB DB complete with connections, testing and

commissioning etc. as required.

DSR E&M - Supplying, fixing, connecting, testing and commissioning of

2025 following rating, ISI marked (IS 8828) 240 / 415 volts, 10

KA, Miniature Circuit Breaker (MCB) of single / double /

three / four poles in the existing MCB DB or in existing MS

enclosure complete in all respects.

298 2.16 32 Amp. DP MCB Each 1258 -

Supply of XLPE insulated and PVC sheathed AL armoured

cable of 1.1 KV grade confirming to IS : 7098:1988 with upto

date amendments of following sizes:-

10.8 Laying and fixing of following sizes of one number PVC

insulated and PVC sheathed/XLPE Power cable of 1.1kv grade

on cable tray as required.

300 10.8.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Mtr 400.10 53.00 21,205.30

11.1 Supplying and making end termination with brass

compression gland and aluminium lugs for following size of

PVC insulated and PVC sheathed / XLPE aluminium conductor

cable of 1.1 KV grade as required.

C. HOT DEEP GI CABLE TRAYS & GI RACEWAYS

4.6 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 sections, joined with connectors,

suspended from the ceiling with G.I. suspenders including

150 boltswidth

X 50 mmas depth

X 1.6 mm thickness

304 4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 470.00 1,062.00 4,99,140.00

305 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm Each 20.00 8,351.00 1,67,020.00

thick including accessories, and providing masonry enclosure

with cover plate having locking arrangement and watering

pipe of 2.7 metre long etc. with charcoal/ coke and salt as

306 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm Nos 6.00 15,004.00 90,024.00

thick including accessories, and providing masonry enclosure

with cover plate having locking arrangement and watering

pipe of 2.7 metre long etc. with charcoal/ coke and salt as

307 5.14 Providing and fixing 25 mm X 5 mm copper strip on surface Meter 90.00 1,246.00 1,12,140.00

or in recess for connections etc. as required.

308 5.15 Providing & fixing of 25mm x 5mm GI strip on surface or Meter 140.00 287.00 40,180.00

recess for earth connection as required.

309 5.16 Providing and fixing 6 SWG dia G.I. wire on surface or in Meter 90.00 84.00 7,560.00

recess for loop earthing as required.

E. INTERNAL WIRING:

1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell

point with 1.5 sq.mm FR 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. FR PVC insulated

copper conductor single core cable etc as required.

Digitally signed by SUJEET

1.55 Wiring for group controlled (looped) light point/fan

point/exhaust fan point/ call bell point ( without independent

switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper

conductor single core cable in surface/ recessed PVC conduit,

and earthing the point with 1.5 sq. mm FRLS/HFFR PVC

insulated copper conductor single core cable etc. as required.

1.14 Wiring for circuit/ submain wiring alongwith earth wire with

the following sizes of FRLS PVC insulated copper conductor,

single core cable in surface/ recessed PVC conduit as

315 1.31 Supplying and fixing suitable size GI box with modular plate Each 426.00 545.00 2,32,170.00

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.

316 1.56 Supplying and fixing suitable size GI box with modular plate Each 570.00 757.00 4,31,490.00

and cover in front on surface or in recess, including providng

and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2

Nos. 5/ 6 A modular switch, connections etc. as required. (For

light plugs to be used in non residential buildings).

317 1.32 Supplying and fixing suitable size GI box with modular plate Each 446.00 659.00 2,93,914.00

and cover in front on surface or in recess, including providing

and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and

15/16 A modular switch, connections etc. as required.

318 1.25 Supplying and fixing two module stepped type electronic fan Each 149.00 402.00 59,898.00

regulator on the existing modular plate switch box including

connections but excluding modular plate etc. as required.

319 1.26 Supplying and fixing modular blanking plate on the existing Each 200.00 47.00 9,400.00

modular plate & switch box excluding modular plate as

320 Civil 10.18 Providing and fixing circular/hexagonal Fan box cast iron Each 149.00 220.65 32,876.85

/metal sheet Box for ceiling fan clamp of internal dia 140mm

, 73 mm height,Top id of 1.5mm thick MS sheet with its Top

surface hacked of proper bonding top lid shall be screwed into

cast iron /metal sheet Box by mean of 3.3mm dia round

headed screw one lock at the corners.clamp shall be made of

12mm dia ms Bar band toshape as per standrd drawing.

321 2.18 Supplying and fixing 20 A, 240 V, SPN Industrial type socket Each - 1,806.00 -

outlet, with 2 pole and earth, metal enclosed plug top

alongwith 20 A "C" curve, SP, MCB, in sheet steel enclosure,

on surface or in recess, with chained metal cover for the

socket outlet and complete with connections, testing and

LIGHTING FIXTUREetc. as AND

DSR E&M - LED Down lighter (SMD Type) (System lumen efficacy >135

2025 8.3 lm/Watt)

Digitally signed by SUJEET

Supplying, installation, Testing & Commissioning of LED

Recessed / surface Down lighter (Round

/square/Rectangular) SMD type of following body material

with PMMA and prismatic diffuser and construction as per IS

: 10322 with driver as per the requirement with Driver

efficiency >85%, Operating voltage AC 140-270 Volt, freq

50/60 hz, Operating temp range - 15 deg to 40 deg

centigrade, internal surge protection of 2.5 KV with

Short & Open circuit protection ,THD < 10% , P. F.≥0.95,

IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free,

(flicker should be below 5 %), life time (LED,Driver &

electrical circuitry), life time of minimum 50000 Burning

Hours with , 70% of initial Lumen maintained till life

ends as per LM80 extrapolation IES TM-21-11 report, CCT

ANSI Bin) , SDCM(Standard Deviation Color Matching) <3,

Maximum power consumption should not more than the

specified rating and Fixture shall be of relevant BIS standard

and trade mark certificate ( T.C.). Manufactures Word Mark/

Name Engraved/ Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for

all testing facilities for LED fixtures. complete in all

respect i/c connections with 1.5 sq mm FRLS, PVC

insulatedcoated

Powder copperdie

conductor single core

cast / Extruded cable andBody

aluminum earthing

including trim.

8.5 LED Down lighter (COB Type) (System lumen efficacy ≥120 lm/Watt )

Supplying, Installation, Testing & Commissioning of LED

Recessed/surface Down lighter (Round / square/ Rectangular)

COB Type of following body material and construction as per

IS : 10322 with driver as per the requirement with Driver

efficiency >85%, Operating voltage AC 140-270 Volt,

frequency 50/60 hz, Operating temp range -5 0C to 40 0C,

internal surge protection of 2.5 KV with Short & Open circuit

protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , UGR

(Unified Glare Rating) < 19, Flicker free (flicker should be

below 5 %), life time (LED, Driver & electrical circuitry), life

time of minimum 50000 Burning Hours with, 70% of initial

Lumen maintained till life ends , CCT 3000°K / 4000°K /

5700°K /6500°K (As per ANSI Bin), SDCM(Standard

Deviation Colour Matching) <3, Maximum power consumption

should not more than the specified rating and Fixture shall be

of relevant BIS standard. Manufactures Word Mark/ Name

Engraved/ Embossing/ Screen printing on housing. OEM must

have its own in house NABL lab setup for all testing facilities

for LED fixtures. "complete in all respect i/c external

connections with 1.5 sq mm FRLS/HFFR, PVC insulated

copper conductor single core cable and earthing etc. as

required with Minimum 5 year OEM warranty. System lumen

efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test

323 8.5.2 report and all testing required for LED fixtures as per BIS

8.11 LED Batten light (System lumen efficacy >135 lm/Watt)

Digitally signed by SUJEET

Supplying, installation, Testing & Commissioning of LED

surface mounted Batten light of following body material and

construction as per IS : 10322 with driver (Replaceable) as

per the requirement with Driver efficiency >85% ,Operating

voltage AC 140-270 Volt, freq 50/60 hz, Operating temp

range 15 deg to 40 deg centigrade, internal surge protection

of 2.5 KV with Short & Open circuit protection ,THD < 10% ,

P. F.≥0.95, IP20, CRI >80 , Flicker free (flicker should be

below 5 %), life time (LED,Driver & electrical circuitry), of

minimum 50000 Burning Hours with , 70% of initial

Lumen maintained till life ends, CCT 3000°K / 4000°K

/ 5700°K /6000°K/ 6500°K (As per ANSI Bin), SDCM

(Standard Deviation Color Matching) <3, Maximum power

consumption should not more than the specified rating and

Fixture shall be of relevant BIS standard and trade mark

certificate ( T.C.). Manufactures Word Mark/ Name

Engraved/ Embossing/ Screen printing on housing. OEM must

have its own in house NABL lab setup for all testing

facilities for LED fixtures. complete in all respect i/c

connections with 1.5 sq mm FRLS, PVC insulated copper

conductor single core cable and earthing etc. as required with

Minimum 5 year OEM warranty. System lumen efficacy

>135 lm/Watt output . LM79 & LM80 Test report from

CRCA lab for all (Thickness

Body testing required for LED fixtures as per

9.2 Supply, Installation, Testing and Commissioning of 1200 mm

BEE 5 star rated, ceiling fan with Brush Less Direct Current

Motor, class of insulation: B, 3 nos. blades, 30 cm long down

nos. canopies, shackle kit, safety rope, copper winding, Power

not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air

minimum 210 Curn/Min , 350 RPM (tolerance as per IS : 374-

THD less than 10%, remote or electronic regulator unit for

control and all remaining accessories including safety pin, nut

washers, temperature rise=75 degree C (max.), insulation

more than 2 mega ohm, suitable for 230 V, 50 Hz, single

8.8 LED Panel light 2x2 ft., (System lumen efficacy >135 lm/Watt)

Digitally signed by SUJEET

Supplying, installation, Testing & Commissioning of Panel

light 2x2 ft., of following body material and construction as

per IS : 10322 with driver as per the requirement with Driver

efficiency >85%, Operating voltage AC 140-270 Volt,

frequency 50/60 hz, Operating temp range -5 0C to 40 0C,

internal surge protection of 2.5 KV with Short & Open circuit

protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR

(Unified Glare Rating) < 19, Flicker free, (flicker should be

below 5 %), life time (LED, Driver & electrical circuitry), of

minimum 50000 Burning Hours with , 70% of initial Lumen

maintained till life ends ,CCT 3000°K / 4000°K / 5700°K

/6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour

Matching) <3, Maximum power consumption should not more

than the specified rating and Fixture shall be of relevant BIS

standard. Manufactures Word Mark/ Name Engraved/

Embossing/ Screen printing on housing. complete in all

respect i/c external connections with 1.5 sq.mm FRLS/HFFR,

PVC insulated copper conductor single core cable and earthing

etc. as 44 DELHI SCHEDULE OF RATES (E&M)-2025 required

with Minimum 5 year OEM warranty. System lumen efficacy

>135 lm/Watt output . LM79 & LM80 Test report and all

testing required for LED fixtures as per BIS shall be

submitted. Shape size and CCT shall be as approved by

Engineer-inCharge

Powder Coated CRCA as Sheet

per requirement. (Thermal

Body (Thickness > 0.50 mm)

327 MR-2 Supplying and Fixing of Exhaust Fan Heavy duty 230V A.C Nos 72.00 2,860.00 2,05,920.00

50 cycles 225 mm 1400 RPM

328 MR-3 Pop-Up Box (3×6A + Data + HDMI) for confrence room Nos 20.00 6,721.00 1,34,420.00

H LIGHTNING ARRESTER

329 DSR-2025 Providing and fixing of lightning conductor finial, made of 25 Each 8.00 609.00 4,872.00

6.1 mm dia 300mm long, G.I. tube, having single prong at top,

with 85mm dia 6mm thick G.I. base plate i ncluding holes

etc. complete as required.

330 DSR 6.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on metre 150.00 100.00 15,000.00

parapet or surface of wall for lightning conductor complete as

required.(For horizontal run)

331 DSR 6.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on metre 60.00 238.00 14,280.00

parapet or surface of wall for lightning conductor complete as

required.(For vertical run)

332 DSR 6.10 Providing and fixing testing joint, made of 20 mm X 3 mm Each 60.00 140.00 8,400.00

thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts,

chuck nuts and spring washers etc. complete as required.

333 DSR 5.2 Earthing with G.I earth Pipe 4.5 metre long, 40mm dia nos 6.00 7,658.00 45,948.00

including accessories and providing masonry enclosure with

cover Plate having locking arrangement and watering pipe etc

with charcoal /coke and salt as required.

334 DSR 6.3 Jointing copper /G.I. tape (with another copper/ GI tape, Each 20.00 139.00 2,780.00

base of the finial or any other metallie object) by riveting

/nut bolting/sweating and soldering etc as required.

335 DSR 6.11 Providing and laying G.I. tape 32 mm X 6 mm from earth meter 60.00 221.00 13,260.00

electrode directly in ground as required.

G UPS / INVERTER

DSR 26.2 (E Online UPS- Input supply: Three Phase, Output supply: Three

& M 2025 ) Phase

Digitally signed by SUJEET

Supplying, installation, Testing & Commissioning of of

following capacity at

full load (Unity Power Factor) at operating temperature 0 to

Relative humidity 0 to 95%, Online double conversion true

Uninterrupted hot swappable (allow for the replacement or

battery modules without shutting down the entire system)

Supply (UPS) system with N+1 modules (N denotes total

number of moduels

requird for rated capacity). The UPS shall include a Rectifier,

battery bank suitable for 30 minutes back up (Battery VAH

capacity shall not

be less than 1600 VAH per KVA of UPS rating per Hour

backup time) on full

load (Battery shall be VRLA, SMF in ABS Container) and Static

switch alongwith provision for manual bypass, suitable

isolation transformer

for additional protection against neutral faults etc. UPS shall

d) inbuiltVoltage, Capacity. e) Load: KVA, KW, Percentage.

f)Temperature: STS, Inverter, PFC. g) Event Logging &

Statistical Data (On

LCD/LED): UPS should capture and display up to 3000 events

temperature / DC Bus Fail / Fan Fail / Fuse Fail / Overload /

Short-circuit /

Device Fail / Inverter Fail / Rectifier Fail / Bypass Fail, etc. h)

Statistical Data:

No. of power failures / Transfers to Bypass / Total Running

time, etc. i) Mains

Mode of Operation /Battery Mode of Operation / Bypass

feeding the load /

UPS Fault /Battery charging and discharging, overload,

battery voltage and

battery capacity. j) Audible Alarms : Mains Failure, Battery

Overload, Fault, Shutdown, Input Over, Under Voltage,

Output Over, Under

Voltage, Battery Over, Under Voltage, Over Load and short

Temperature. The UPS should have QR code which should

336 26.2.3 drawing, test Power

30KVA (Each report module

OEM manual,Geo- TagKVA)

shall be < 10 of manufacturing Set 2.00 5,05,748.00 10,11,496.00

MR -4 1000 KVA 3-Phase Package Substation (CSS)

1 11 KV HT PANEL

Digitally signed by SUJEET

Supply, Installation, Testing and Commissioning of indoor

type floor mounted metal clad, 2mm thick, 11KV VCB panel

with 1No. 11 kV, 630A 350MVA VCB + 1No. 11 kV, 630A

350MVA VCB Panel with totally enclosed & electrically

interlocked, horizontal drawout, horizontal isolation type

breaker as per IS 13118, as per specifications, having

capacities as mentioned below, single break, trip free

mechanism, manually charged and auto/manually closing

breaker suitable for use on 11kV, 3Phase, 50Hz A.C. supply

with short circuit fault level of 350 MVA, complete with self

contained electrically interlocked rack in and rack out

mechanism, air insulated & encapsulated copper bus bars of

800Amp capacity, breaker featured with mechanical ON/ OFF

indicator with hand trip device, spring release coil, shunt trip

coil and auxiliary switch of 4NO + 4NC , PT 11kv/110volts ,

IDMT Relay and equipped with following switchgears and

accessories i/c connections and Outgoing shall be suitable for

3Cx 185*sq.mm XLPE 11kV cable (cable entry from

bottom/top/side) end termination with heat shrinkable

jointing material, Strip heater with thermostat to prevent

INCOMER - Consisting of followings

1 No. 630 Amp. 350 MVA VCB with earth switch.

1 No. 630 Amp. - 11kv/110 volts PT class 0.5 accuracy and

100va burden with 1 no. voltmeter (0-15kv), digital type,

selector switch for voltmeter & protection fuses/MCB for HT

metering up to 12kv on incomer.

1 NO.- Digital flush type class- 0.5 or better accuracy

multifunction meter showing voltage, ampere, KWH and

power factor, frequency etc. with MDI

Manual push buttons for VCB off, VCB on, & for trip alarm

cancellation. Shunt trip coil, 1 set of three phase R,Y,B

indicating lamps along with 2A SP MCB back up protection,

control terminals & wiring, One number tripple pole IDMT non-

directional relay, two poles arranged for over current

protection and one pole for earth fault protection. One set

inbuilt DC power pack. Cable end box, trip super vision relay,

master trip relay, digital display power factor meter AC 3

phase, 1 set of solid stat audio and visual annucinator with

test/accept/reset- push button ane electronic hooter, strip

heater with thermostat to prevent absorption of moisture.

OUTGOING - 1No. Consisting of followings

630 Amp. 350 MVA VCB with earth switch.

Power pack with 220 volt AC input & 24 volt DC continious

output suitable for closing/tripping/indication of HT panel

board with 2 nos. of 12 volts each maintenance free batteries

of 100(suitable) AH each, charging unit, capacitor bank for

emergency delievring for trip system complete with suitable

capacity of ammeter & voltmeter i/c connections with 2.5

sqmm. FRLS insulated copper conductor cable etc. as

Suitable space for termination of 1 No. 3 C x 240 sq.mm 1

Digitally signed by SUJEET

11/0.433 KV, 3 Phase, 50 Hz outdoor/ indoor mounting

(Mineral oil filled) 24.1 Supplying installation testing and

commissioning of following capacity (continuous loading)

Level-2 / BEE 3 Star rated , 11/0.433 KV step down, 3 Phase,

50 Hz, Dyn 11 vector group, ONAN (Oil Natural Air Natural)

copper wound transformer (Electrolytic grade 99.9% pure

copper, Core made of first grade Cold Rolled Grain Oriented

(CRGO) Core grade MOH or better, suitable for out

door/indoor applications with On Load Tap Changer (OLTC)

on HV side having AVR relay and Remote Tap Changer

Control (RTCC) for automatic sensing of incoming voltage,

automatic operation of OLTC and facility for remote and

manual operation of OLTC HV side in range of +5% to -15%

in steps of 2.5%, having cable end boxes on HV side suitable

for 3x400 sq.mm XLPE cable of 11 KV grade, including bus

trunking arrangement on LV side including supplying and

laying of copper conductor multicore control cable from

transformer to HT breaker/panel for safety tripping, complete

with all accessories and safety provisions as per relevant IS

Code including first filling of filtered dehydrated oil, i/c

supplying and grouting of suitable M.S. Channel with all

accessories and transformer shall be confirming to IS : 2026

(Part 1 to Part 5), IS : 1180 and as per CPWD specifications

1000 KVAin all respects etc as required at site. The maximum Each 1

3 Main LT Panel SET

Incomer from Transformer

It shall be electrically & Mechanically interlocked with both

incoming & Bus coupler's contactor in such a way that at any

one time two supply should not get mixed up.

Supplying, installing, testing and commissioning of 4 Pole

ACB , 800 Amp, 4 Pole, 415V, 50kA (minimum) breaking

capacity, draw-out type, complete with microprocessor based

electronic trip unit (LSIG) (Long time, Short time,

Instantaneous & Earth fault protection), shunt trip coil,

closing coil, under voltage release, spring charging motor,

mechanical ON/OFF/TRIP indication, auxiliary contacts

(minimum 2NO + 2NC), padlocking facility, all required

interlocks, including termination, hardware, lugs, control

“Providing, installing, testing and commissioning Automatic

Transfer Switch (ATS) of 1600 Amp, 4 Pole ACB, 415V,

suitable for DG set changeover with mains, complete with

630 Amp 4 Pole MCCB incomer, motorized changeover

mechanism, controller, interlocking arrangement, indication

lamps, necessary CTs, metering, protection, wiring,

terminations, earthing, accessories etc., complete as

Metering for incomers

1 nos. Under voltage relay with timer.

0-800 volt range voltmeter with selector switch (P.T.

2 set of 3 CT's of ratio 800/5A, Class 1.0 accuracy 15 VA

burden for metering.

2 set of 3 CT's of ratio 800/5A, Class 1.0 accuracy 15 VA

burden for APFCR.

2 nos. Energy analyser (digital type) consisting of I, V, KW,

KWH, KVA, PF, HZ, MDI (EM 6400 of Conzerve or equi.) with

RS 485 communication port for communication / report

Power factor meter.

Frequency meter.

Indications for incomers

6 Nos. LED type phase indicating lamps, each lamp shall be

with bakup HRC fuse/MCB.

1 section of 800 AMP , 415 Volts, 3 phase 50 HZ TPN high

conductivity electrolytic Aluminium bus bar of suitable length,

SMC / DMC supports, with colour coading and insulated by

heat shrinkable sleeves and clip on shrouds for joints.

Digitally signed by SUJEET

The current density of bus bar up to 400 Amp shall be

minimum 1.00 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be

restricted to 85 deg C. The temperature rise should be

restricted to 35 deg C above design ambient temperature of

All outgoing feeders shall be provided with Microprocessor

(electronic) trip, one set of phase indication lamps and trip

indication lamps with protection fuses/MCB and ammeter with

selector switch with suitable ratio CT's of accuracy class 1.0

1 No. 630 amps 4P ACB 35kA outgoing feeder .

2 No. 100 amps 4P MCCB 35kA outgoing feeder .

3 No. 63 amps 4P MCCB 35kA outgoing feeder .

Panel shall conform to IS 8623 / IEC 61439

Switchgear shall conform to relevant IS/IEC standards

Wiring with FRLS copper control cables

Additional Features

APFC relay integration

BMS compatibility (Modbus/communication port)

Space heaters for moisture control

3 Main HVAC LT Panel SET

Design, manufacture, supply inspection, instalation, handling,

assembling, affecting proper connections, testing and

commissioning of 14 SWG CRCA sheet steel fabricated cubical

type Main L.T. Panel, floor mounting, dust & vermin proof,

front operated construction, enclosure class - IP 52, powder

coated after proper treatment with 9 tank process with

top/bottom removable gland plates, as required, double

compression type cable glands, earth bus, hinged and

lockable doors to achieve dust and vermin proof complete

with all inter connections small wiring by min. 2.5 sq. mm.

FRLS copper wires, ckt labels etc. The Aluminium Bus Bar

shall be of suitable length, 500 volts, 3 phase 50 Hz TPN,

electrolytic aluminium as per IS 8623 . The panel feeders

shall be suitable for terminating suitable up to 3.5 / 4 core

300 sq mm armoured aluminium cable or Aluminium Bus

Duct as required.

Incomer from Transformer

It shall be electrically & Mechanically interlocked with both

incoming & Bus coupler's contactor in such a way that at any

one time two supply should not get mixed up.

Supplying, installing, testing and commissioning of Air Circuit

Breaker (ACB), 800 Amp, 4 Pole, 415V, 50kA (minimum)

breaking capacity, draw-out type, complete with

microprocessor based electronic trip unit (LSIG) (Long time,

Short time, Instantaneous & Earth fault protection), shunt

trip coil, closing coil, under voltage release, spring charging

motor, mechanical ON/OFF/TRIP indication, auxiliary contacts

(minimum 2NO + 2NC), padlocking facility, all required

interlocks, including termination, hardware, lugs, control

wiring, etc. complete as required.

“Providing, installing, testing and commissioning Automatic

Transfer Switch (ATS) of 800 Amp, 4 Pole, 415V, suitable for

DG set changeover with mains, complete with 1000 Amp ACB

incomer, motorized changeover mechanism, controller,

interlocking arrangement, indication lamps, necessary CTs,

metering, protection, wiring, terminations, earthing,

accessories etc., complete as required.”

Metering for incomers

1 nos. Under voltage relay with timer.

0-500 volt range voltmeter with selector switch (P.T.

2 set of 3 CT's of ratio 1000/5A, Class 1.0 accuracy 15 VA

burden for metering.

2 set of 3 CT's of ratio 1000/5A, Class 1.0 accuracy 15 VA

burden for APFCR.

Digitally signed by SUJEET

2 nos. Energy analyser (digital type) consisting of I, V, KW,

KWH, KVA, PF, HZ, MDI (EM 6400 of Conzerve or equi.) with

RS 485 communication port for communication / report

Power factor meter.

Frequency meter.

Indications for incomers

6 Nos. LED type phase indicating lamps, each lamp shall be

with bakup HRC fuse/MCB.

1 section of 1000 AMP , 415 Volts, 3 phase 50 HZ TPN high

conductivity electrolytic Aluminium bus bar of suitable length,

SMC / DMC supports, with colour coading and insulated by

heat shrinkable sleeves and clip on shrouds for joints.

The current density of bus bar up to 400 Amp shall be

minimum 1.00 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be

restricted to 85 deg C. The temperature rise should be

restricted to 35 deg C above design ambient temperature of

All outgoing feeders shall be provided with Microprocessor

(electronic) trip, one set of phase indication lamps and trip

indication lamps with protection fuses/MCB and ammeter with

selector switch with suitable ratio CT's of accuracy class 1.0

2 No. 200 amps 4P MCCB 35kA outgoing feeder .

3 No. 100 amps 4P MCCB 35kA outgoing feeder . SET

6 No. 63 amps 4P MCCB 35kA outgoing feeder .

Panel shall conform to IS 8623 / IEC 61439

Switchgear shall conform to relevant IS/IEC standards

Wiring with FRLS copper control cables

Additional Features

APFC relay integration

BMS compatibility (Modbus/communication port)

Space heaters for moisture control

4 400 KVAR HYBRID Power Factor Correction System Supply, SET

Installation, testing and commissioning of HYBRID APFC

Panel, 3 phase 4 wire, 415 V, 50 Hz AC System for Ambient

temperature -5°C to +40°C of following capacity with passive

solution of 60% capacity and active solution of 40%

capacity,3Phase 4 wire Hybrid Power Factor Correction

Solution (with arrangment for neutral current balance) to

achieve >0.99 lag and TDDI/THDV values within IEEE

recommended limits.APFC should be designed as per IS

16636 Or IEC 61921. The active section and passive section

shall work in sync to give optimized output. The degree of

protection of passive section should be IP 42, and of active

section should be minimum IP 21.The switching device for

APFC passive section should be through capacitor duty

contactor and for the active compensation system shall be

IGBT based with 3 level topology having 12 IGBT in inverter

circuit. The active compensation system should filter

harmonics from 2nd to 50th individual harmonic order and

shall be selectable for the entire range. The active

compensation system should have feature to improve PF

correction and harmonic filtration having response time <

100 Micro second. The hybrid panel shall be indoor type floor

mounted free standing totally enclosed, extensible, fabricated

in compartmentalised

CAPACITOR I/C-400A designed

TP MCCB made of CRCA sheet steel of

360A, 3P, 36kA, MCCB with TM Release

Standard Extended rotary handle for

3P Spreader (set of 3) for 100/160/400A

PF Controller 6 Step, 440V RT6

6A, 2P, 2 Way Selector Switch, with center off 60 degree

Red, Direct integral LED Pilot Light, Indicating lamp, 60-63.5V

Digitally signed by SUJEET

Blue, Direct integral LED Pilot Light, Indicating lamp, 60-

Yellow, Direct integral LED Pilot Light, Indicating lamp, 60-

6A, 1P, 10kA, C Curve,, MCB

6A, 2P, 10kA, C Curve,, MCB

50A disconnecting type Neutral Link

Bus bar 550 AMP

CAPACITOR OUTGOING-50KVAR

125A, 3P, 25kA, MCCB with TM Release

3P Spreader (set of 3) for 100/160/250A

Aux. Contact Block 2NO+2NC

220V AC, Aux. Contactor with AC coil, Aux. Contact

6A, 2P, 2 Way Selector Switch, with center off 60 degree

Green, PushButton Spring Return Flush, Type of contact: 1NO

Red, Push Button Spring Return Flush, Type of contact: 1NC

6A, 1P, 10kA, C Curve,, MCB

50A disconnecting type Neutral Link

CAPACITOR OUTGOING-25KVAR

63A, 3P, 25kA, MCCB with TM Release

Aux. Contact Block TeSys, 2NO+2NC

220V AC, Aux. Contactor with AC coil, Aux. Contact

6A, 2P, 2 WAY Selector Switch, with center off 90 degree

Green, PushButton Spring Return Flush, Type of contact: 1NO

Red, Push Button Spring Return Flush, Type of contact: 1NC

6A, 1P, 10kA, C Curve, MCB