Construction of Academic Block of Delhi Public School, CISF Barracks and other associated infrastructure for Shifting of Senior DPS (Senior Wing) and CISF Colony inside the Premises of Nalco Nagar, Angul, Odisha

S. NO. DESCRIPTION Schedule Amount Non-schedule Amount Total Amount

S. NO. DESCRIPTION Schedule Amount Non-schedule Amount Total Amount

PLUMBING, FIRE FIGHTING & ALLIED

Digitally signed by JAYA

BOQ for " Construction of Academic Block of Delhi Public School ,CISF Barracks and other associated

infrastructure for Shifting of Senior DPS(Senior Wing) & CISF Colony inside the Premises of Nalco

Nagar,Angul,Odisha

I. CIVIL WORK - SUMMARY

1 Description Schedule Amount Total Amount

1 Description Schedule Amount Total Amount

3 SH-III REINFORCED CEMENT CONCRETE 16,29,14,987.45 - 16,29,14,987.45

5 SH-V MARBLE & GRANITE WORK 1,00,84,008.54 - 1,00,84,008.54

12 SH-XII WATER PROOFING WORK 1,83,11,297.84 - 1,83,11,297.84

13 SH-XIII SIGNAGE WORK 2,08,370.03 2,08,370.03

15 SH-XV HORTICULTURE & LANDSCAPING WORK 13,20,814.99 - 13,20,814.99

16 SH-XVI EXTERNAL DEVELOPMENT WORK 3,51,86,014.49 - 3,51,86,014.49

II.PLUMBING, FIRE FIGHTING & ALLIED WORKS - SUMMARY

S.No. Sub-head Description Schedule Amount Total Amount

S.No. Sub-head Description Schedule Amount Total Amount

1 SH-I SANITARY FIXTURES & CP BRASS FITTINGS 1,33,95,535.00 - 1,33,95,535.00

2 SH-II SOIL, WASTE & VENT PIPES 46,53,595.00 - 46,53,595.00

3 SH-III WATER SUPPLY WORK 1,28,62,545.00 - 1,28,62,545.00

4 SH-IV RAIN WATER HARVESTING 95,350.00 - 95,350.00

5 SH-V EXTERNAL WATER SUPPLY 70,70,014.00 74,976.00 71,44,990.00

8 SH-VIII DRAINAGE WORK 27,00,798.10 - 27,00,798.10

III. ELECTRICAL WORK - SUMMARY

S.No. Sub-head Description Schedule Amount Total Amount

S.No. Sub-head Description Schedule Amount Total Amount

2 SH-II DISTRIBUTION PANELS 12,94,200.00 6,02,454.99 18,96,654.99

3 SH-III SUPPLY & FIXING OF LIGHT FIXTURES & FANS 6,21,383.00 23,327.21 6,44,710.21

4 SH-IV CABLE TRAY WORK 24,31,597.00 24,31,597.00

6 SH-VI LIGHTINING PROTECTION SYSTEM 2,56,354.00 2,56,354.00

7 SH-VII CABLE AND TERMINATION 1,65,826.00 1,65,826.00

Digitally signed by JAYA

1 Description Schedule Amount Total Amount

1 Description Schedule Amount Total Amount

9 SH-IX ELECTRICAL PANEL - 4,21,080.22 4,21,080.22

11 SH-XI FIRE DETECTION & ALARM SYSTEM 20,49,064.00 - 20,49,064.00

12 SH-XII PUBLIC ADDRESS SYSTEM 14,47,823.00 14,47,823.00

14 SH-XIV IPABX / EPABX System 18,12,880.00 18,12,880.00

Digitally signed by JAYA

BOQ for " Construction of Academic Block of Delhi Public School ,CISF Barracks and other associated infrastructure for Shifting of Senior DPS(Senior Wing) & CISF Colony

inside the Premises of Nalco Nagar,Angul,Odisha

BOQ - CIVIL WORKS

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Sub Head- I Total - EARTH WORK (Rs.) (Rs.) (Rs.) (Rs.)

Earth work in excavation by mechanical means (Hydraulic

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

1 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m and

for all lift, as directed by Engineer-incharge.

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

excavation / banking excavated or stacked materials.

Excavating trenches by mechanical / manual means of required

width for pipes, cables, etc including excavation for sockets, and

dressing of sides, ramming of bottoms, for all depth, including

getting out the excavated soil, and then returning the soil as

required, in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as directed, within a

a) 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not exceeding

Filling available excavated earth (excluding rock) in trenches,

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

depth, consolidating each deposited layer by ramming and

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

Carriage of Earth by mechanical transport including loading,

5 1.1.2 unloading and Stacking including royalty & carriage up to 5 KM cum 5,005.20 326.68 16,35,098.74

Supplying and filling in plinth with sand under floors including,

watering, ramming consolidating and dressing complete.

Supplying chemical emulsion in sealed containers including

delivery as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% ltr 4,999.98 234.75 11,73,744.60

Anti termite treatment

Diluting and injecting chemical emulsion for POST-

8 2.35 CONSTRUCTIONAL anti-termite treatment (excluding the cost

of chemical emulsion) :

Treatment of soil under existing floors using chemical emulsion

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

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

: 2 Coarse sand) to match the existing floor :

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. sqm 5,000.00 310.05 15,50,250.00

TOTAL EARTHWORK 2,84,74,245.71

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified

9 4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level :

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

i 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size cum 1,150.00 6,812.00 78,33,800.00

derived from natural sources)

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from

ii 4.1.10 natural sources : 10 graded stone aggregate 40 mm cum 1,280.00 6,518.60 83,43,808.00

nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

i 4.3.1 Foundations, footings, bases for columns sqm 1,200.00 392.15 4,70,580.00

Providing and laying damp-proof course 50mm thick with

cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III)

derived from natural sources : 4 graded stone aggregate 20mm

nominal size derived from natural sources).

Extra for providing and mixing water proofing material in cement

12 4.12 concrete work in doses by weight of cement as per 925.00 18.15 16,788.75

manufacturer's specification.

Providing & applying a coat of residual petroleum bitumen of

grade of VG-10 of approved quality using 1.7kg per square

13 4.13 metre on damp proof course after cleaning the surface with Sqm 2,500.00 146.15 3,65,375.00

brushes and finally with apiece of cloth lightly soaked in

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

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

6 graded stone aggregate 20 mm nominal size derived from

14 4.17 natural sources) over 75mm thick bed of dry brick ballast 40 mm Sqm 2,500.00 749.30 18,73,250.00

nominal size, well rammed and consolidated and grouted with

fine sand, including necessary excavation, levelling & dressing

& finishing the top smooth.

Grading roof for water proofing treatment with Cement concrete

15 22.14.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 Cum 3,480.00 8,042.30 2,79,87,204.00

mm nominal size)

TOTAL CONCRETE WORK 4,76,34,430.75

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

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

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

d 5.9.4 Shelves (Cast in situ) SQM 250.00 927.25 2,31,812.50

Lintels, beams, plinth beams, girders, bressumers and

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. SQM 9,800.00 961.30 94,20,740.00

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. SQM 1,574.00 764.95 12,04,031.30

Extra for shuttering in circular work (20% of respective

centering and shuttering items)

Small lintels not exceeding 1.5m clear span, moulding as in

i 5.9.15 cornices, window sills, string courses, bands, copings, bed SQM 510.60 392.15 2,00,230.28

plates, anchor blocks and the like.

j 5.9.16 Edges of slabs and breaks in floors and walls SQM

k 5.9.19 Weather shade, Chajjas, corbels etc., including edges. SQM 10.00 951.10 9,511.00

Extra for additional height in centering, shuttering where ever

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

16 5.11 de-shuttering and decentering at all levels, over a height of 3.5 SQM

m, for every additional height of 1 metre or part thereof (Plan

area to be measured).

Suspended floors, roofs, landing, beams and balconies (Plan

area to be measured)

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

17 5.22 cutting, bending, placing in position and binding all complete

upto plinth level.

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

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

18 5.22a cutting, bending, placing in position and binding all complete

above plinth level.

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

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

19 5.33 as per IS: 9103 to accelerate / retard setting of concrete, to

improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage

for all leads; but excluding the cost of centering, shuttering,

finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete.

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

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

cement content in design mix is more than 110% of the

specified minimum cement content, the contractor shall have

discretion to either re-design the mix or bear the cost of extra

a) 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement content of 330 kg

Concrete of M30 grade with minimum cement content of 350 kg

b) 5.33.2 All works above plinth level upto floor V level CUM

Concrete of M25 grade with minimum cement content of 330 kg

Concrete of M30 grade with minimum cement content of 350 kg

Add for using extra cement in the items of design mix over and

above the specified cement content therein.

TOTAL REINFORCED CEMENT CONCRETE WORK 16,29,14,987.45

D 6.0 BRICK WORK

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

of class designation 7.5 in foundation and plinth in:

i 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 1,500.00 7,370.65 1,10,55,975.00

Brick work with non modular fly ash bricks conforming to

22 6.34 IS:12894, class designation 10 average compressive strength in

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

i 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 2,800.00 8,752.55 2,45,07,140.00

Half brick masonry with non modular fly ash bricks of class

23 6.45 designation 10, conforming to IS : 12894, in super structure

above plinth and upto floor V level.

i 6.45.2 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 1,500.00 1,105.80 16,58,700.00

Extra for providing and placing in position 2 Nos. 6mm dia. M.S.

24 6.15 bars at every third course of half brick masonry (with F.P.S. Sqm 1,500.00 104.80 1,57,200.00

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Providing and laying Autoclaved Aerated concrete(AAC) blocks

masonry with 150 mm 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).

TOTAL BRICK WORK 6,40,46,695.00

E 8.0 MARBLE & GRANITE WORK

Providing and fixing 18mm thick gang saw cut ( premoulded and

prepolished) machine cut for kitchen platforms, vanity counters,

window sills , facias and similar locations of required size of

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

26 8.2 cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated

with white cement, mixed with matching pigment, epoxy touch

ups, including rubbing, curing, moulding and polishing to edge

to give high gloss finish etc. complete at all levels.

a) 8.2.2 Granite stone slab of colour black, Cherry/Ruby red

i 8.2.2.1 Area of slab upto 0.50 Sqm.( For Counter) SQM 150.00 5,413.50 8,12,025.00

Extra for fixing marble / granite stone over and above

corresponding basic item, in facia and drops of width upto

150mm with epoxy resin baesd adhesive including cleaning etc.

Extra for providing opening of required size & shape for wash

basins/ kitchen sink in kitchen platform, vanity counters and

28 8.5 similar location in marble/Granite/Stone work including EACH 108.00 978.70 1,05,699.60

necessary holes for pillar taps etc. including rubbing and

polishing of cut edge etc. complete.

Providing and fixing machine cut, mirror/ eggshell polished ,

18mm thick Granite stone work for wall lining (veneer work)

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

Modified and pattern wherever required, stones of different finished

rates as surface texture, on 12 mm (average) thick cement mortar 1:3 (1

DSR-2023 cement : 3 coarse sand) laid and jointed with white cement

(8.11.1) 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.

STONE WORK DRY CLADDING

Providing and fixing dry cladding upto 10 metre height with 30

mm thick gang saw cut stone with machine cut edges of uniform

colour and size upto 1mx1m, fixed to structural steel frame work

and/ or with the help of cramps, pins etc. and sealing the joints

with approved weather sealant

as per Architectural drawing and direction of Engineer-in-

charge. (The steel frame work, stainless steel cramps and pins

etc. shall be paid for separately).

i 8.20.1 Red sand stone - 30 mm thick gang saw cut stone SQM 915.23 2,902.65 26,56,582.85

Providing and fixing structural steel frame (for dry cladding with

30 mm thick gang saw cut with machine cut edges sand stone)

on walls at all heights using M.S. square/ rectangular tube in the

required pattern as per architectural drawing, including cost of

cutting, bending, welding etc. The frame work shall be fixed to

the wall with the help of M.S. brackets/ lugs of angle iron/ flats

etc. which shall be welded to the frame and embedded in brick

wall with cement concrete block 1:2:4 (1 cement :2 coarse sand

:4 graded stone aggregate 20 mm nominal size) of size

300x230x300 mm, including cost of necessary centring and

31 8.21 shuttering and with approved expansion hold fasteners on KG 2,288.07 269.95 6,17,663.64

CC/RCC surface, including drilling necessary holes. Approved

cramps/ pins etc. shall be welded to the frame work to support

stone cladding, the steel work will be given a priming coat of

Zinc primer as approved by Engineer-in-charge and painted

with two or more coats of epoxy paint (Shop drawings shall be

submitted by the contractor to the Engineer-in-charge for

approval before execution). The frame work shall be fixed in

true horizontal & vertical lines/planes. (Only structural steel

frame work shall be measured for the purpose of payment,

stainless steel cramps shall be paid for separately and nothing

extra shall be paid).

Providing and fixing adjustable stainless steel cramps of

approved quality, required shape and size, adjustable with

stainless steel nuts, bolts and washer (total weight not less than

32 8.22 260 gram), for dry stone cladding fixed on frame work at EACH 7,850.00 437.00 34,30,450.00

suitable location, including making necessary recesses

in stone slab, drilling required holes etc complete as per

direction of the Engineer-in-charge.

Providing and fixing copper pins 7.5 cm long 6 mm diameter for

securing adjacent stones in stone wall lining in cement mortar

1:2 (1 cement : 2 coarse sand), including making the necessary

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Providing and fixing Ist quality ceramic glazed wall tiles

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

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

burgundy, bottle green, black of any size as approved by

34 8.31 Engineer-in-Charge, in skirting, risers of steps and dados, over SQM 1,441.95 1,267.95 18,28,320.50

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.

TOTAL MARBLE & GRANITE WORK 1,00,84,008.54

F 9.0 WOOD & PVC WORK

Providing and fixing ISI marked flush door shutters conforming

to IS : 2202 (Part I) non-decorative type, core of block board

35 9.21 construction with frame of 1st class hard wood and well

matched commercial 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters:

35 mm thick including ISI marked Stainless Steel butt hinges

with necessary screws

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

36 9.23 mm minimum depth on all edges of flush door shutters (over all SQM 434.93 462.35 - 2,01,087.57 -

area of door shutter to be measured).

Providing and fixing M.S. grills of required pattern in frames of

37 9.48 windows etc. with M.S. flats, square or round bars etc. including - -

priming coat with approved steel primer all complete.

i 9.48.1 Fixed to steel windows by welding KG 1,18,246.50 219.10 - 2,59,07,808.15 -

Providing and fixing IS : 12817 marked stainless steel butt

hinges with stainless steel screws etc. complete :

Providing and fixing aluminium extruded section body tubular

type universal hydraulic door closer (having brand logo with ISi,

IS : 3564, embossed on the body, door weight upto 36 kg to 80

kg and door width from 701 mm to 1000 mm), with double speed

adjustment with necessary accessories and screws etc.

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 :

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 :

Providing and fixing aluminium handles of approved make

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

1868) transparent or dyed to required colour or shade with

necessry screws etc. complete.

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.

i 9.101.1 Single rubber stopper EACH 190.00 39.60 - 7,524.00 -

Providing & Fixing decorative high pressure laminated sheet of

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

44 9.127 protective surface layer and reverse side of adhesive bonding - -

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

adhesive of approved quality.

Providing 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

45 9.147 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 steel reinforcement and cross sections of uPVC profiles to be

as per design approved by Engineer-in-Charge.

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Wire mesh / Glazing of plain/ toughened/ laminated/ double

glass unit with / without high performance coatings as per

design requirements and conforming to IS: 3548 & IS: 16231

shall be paid separately. Note:- Structural design proof checked

from a Government Engineering Institute, to be provided by the

manufacturer for : (i) Sites with basic wind speed > 45 m/sec as

per IS 875 – Part 3 (ii) Sites with structure height more than

20m for all wind speeds

Three track three panels sliding window with two glazed & one

a) 9.147.A4 wire mesh panels with Aluminium channel for roller track, wool - -

pile, nylon rollers with SS 304 body

Using R3 series with frame (98 mm & above) x (40 mm & above)

& both glazed and fly screen sash (30 mm & above) x (55 mm &

i 9.147.A4.2 above) with zinc alloy (zamak) powder coated handle on every SQM 819.75 10,874.20 - 89,14,092.83 -

glazed panel along with multi-point locking system. (Height upto

b) 9.147.C2 Fixed window / ventilator with mullion / transom. - -

Using R1 series with frame (33 mm & above ) x (35 mm &

i 9.147.C2.1 above) & mullion (33 mm & above) x (50 mm & above). (Height SQM 13.77 9,155.20 - 1,26,067.10 -

upto 0.90 metre)

Casement window double panels with fixed mullion with S.S.

c) 9.147.E2 304 friction hinges as per size and weight of sash, multi-point - -

locking system, zinc alloy (zamak) powder coated handles.

Using R3 series with frame (55 mm & above) x (45 mm & above)

above) x (65 mm & above). (Height upto 1.8 metre).

Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid door/window/Clerestory windows &

other Frames/Chowkhat comprising of virgin PVC polymer of K

value 58-60 (Suspension Grade), calcium carbonate and natural

fibers (wood powder/ rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for 100 gms) fabricated

with miter joints after applying PVC solvent cement and screwed

with full body threaded star headed SS screws having minimum

frame density of 750 kg/cum, screw withdrawal strength of 2200

N (Face) & 1100 N (Edge), minimum compressive strength of 58

46 26.86 N/mm2, modulus of elasticity 900 N/mm2 and resistance to - -

spread of flame of Class A category with property of being

termite/borer proof, water/moisture proof and fire retardant and

fixed in position with M.S hold fast/lugs/SS dash fasteners of

required dia and length complete as per direction of Engineer-In-

Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid

for separately). Note: For WPC solid door/window frames,

minus 5 mm tolerance in dimensions i.e depth and width of

profile shall be acceptable. Variation in profile dimensions on

plus side shall be acceptable but no extra payment on this

account shall be made.

Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid decorative type flush door shutter of

required size comprising of virgin polymer of K value 58-60

(Suspension Grade), calcium carbonate and natural fibers

(wood powder/ rice husk/wheat husk) and non toxic additives

(maximum toxicity index of 12 for 100 gms) having minimum

density of 650 kg/cum and screw withdrawal strength of 1800 N

(Face) & 900 N (Edge), minimum compressive strength 50

47 26.88 N/mm2, modulus of elasticity 850 N/mm2 and resistance to - -

spread of flame of Class A category with property of being

termite/borer proof, water/moisture proof and fire retardant.

WPC to be laminated with PVC foil of minimum 14 microns thick

of approved design pasted with hot melt adhesive on both faces

of shutter and fixing with stainless steel butt hinges of required

size with necessary full body threaded star headed counter

sunk S.S screws, all as per direction of Engineer-In- Charge.

(Note: stainless steel butt hinges and necessary S.S screws

shall be paid separately)

MS Fire Check Door with Vision Panel - -

Providing and fixing fire resistant door frame of section 100x57

mm having built in single rebate made out of 1.20 mm thick GI

sheet (zinc coating not less than 120gm/sqm) suitable for

mounting 120 min fire rated door shutters. The frame shall be

filled with mineral wool insulation having density min 96kg/sqm.

The frame will have a provision of GI Anchor fastners 14 nos. (5

48 NSR each on vertical style & 4 on horizontal style of size M 10 x 100) - -

suitable for fixing in the opening alongwith factory made

template for SS ball bearing hinges of size 100 x 76 x 3 mm for

fixing of fire rated shutter. The frame shall be finished with

approved fire resistant primer or powder coating of not less than

50 micron in desired shade as per the direction of Engineer-in-

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Providing and fixing 46 mm thick fire resistant door shutters of

120 minutes fire rating conforming to IS:3614 (Part-II) or

EN1634-1:1999, tested and certified as per laboratory approved

by Engineer-in-charge, with suitable mounting on door frame,

consisting of 1.0mm thick GI sheet double skin shutter (zinc

coating not less than 120 gm/sqm) duly filled mineral wool

insulation having density min 96 kg/sqm and fixing with existing SQM 72.45 15,266.86 11,06,084.09

necessary stainless steel ball bearing hinges of size 100 x 76 x

3 mm of approved make, including vision pannel of size 200 x

300 mm with 120 minutes fire rated 6 mm thick clear glass fixed

with ceremic tape, necessary screws etc. and applying a coat of

approved fire resistant primer or powder coating not less than

50 micron etc. all complete as per direction of Engineer-in-

TOTALWOOD & PVC WORK 3,90,46,585.62 11,06,084.09

G 10.0 STEEL WORK

Structural steel work riveted, bolted or welded in built up

sections, trusses and framed work, including cutting, hoisting,

fixing in position and applying a priming coat of approved steel

primer all complete.

Providing and fixing in position collapsible steel shutters with

vertical channels 20x10x2 mm and braced with flat iron

diagonals 20x5 mm size, with top and bottom rail of T-iron

40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts,

nuts, locking arrangement, stoppers, handles, including

applying a priming coat of approved steel primer.

Providing and fixing 1mm thick M.S. sheet door with frame of

40x40x6 mm angle iron and 3 mm M.S. gusset plates at the

junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

i 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces SQM 2.10 5,804.35 12,189.14

Steel work welded in built up sections/ framed work including

52 10.25 cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required

In stringers, treads, landings etc. of stair cases including use of

chequered plate wherever required, all complete.

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

and similar works.

Providing and fixing carbon steel galvanised ( minimum coating

5 micron) dash fastener of 10 mm dia double threaded 6.8

grade (yield strength 480 N/mm2), counter sunk head,

comprising of 10 m dia polyamide PA 6 grade sleeve, including

drilling of hole in frame , concrete/ masonry, etc. as per

direction of Engineer-in-charge.

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

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

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

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

54 10.28 stainless steel dash fasteners , stainless steel bolts etc., of KG 9,800.00 772.40 75,69,520.00

required size, on the top of the floor or the side of waist slab

with suitable arrangement as per approval of Engineer-in-

charge, (for payment purpose only weight of stainless steel

members shall be considered excluding fixing accessories such

as nuts, bolts, fasteners etc.).

Providing & fixing fly proof wire gauze to windows, clerestory

55 10.29 windows & doors with M.S. Flat 15x3 mm and nuts & bolts

Stainless steel (grade 304) wire gauze of 0.5 mm dia wire

and 1.4 mm aperture on both sides

Providing & fixing glass panes with putty and glazing clips in

steel doors, windows, clerestory windows, all complete with :

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

13.61.1 Two or more coats on new work. SQM 450.00 155.90 70,155.00

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

width in mesh size 50x50 mm including strengthening with 2 mm

dia wire or nuts, bolts and washers as required complete as per

the direction of Engineer-in-charge.

Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total

length 90 m), having 50 nos rounds per 6 metre length, upto 3

m height of wall with existing angle iron 'Y' shaped placed 2.4m

or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed

16.53 wire, stud tied with G.I. staples and G.I. clips to retain SQM 128.93 375.80 48,451.89

horizontal, including necessary bolts or G.I. barbed wire tied to

angle iron, all complete as per direction of Engineer-in-charge,

with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick)

wire of high tensile strength of 165 kg/ sq.mm with tape (0.52

mm thick) and weight 43.478 gm/ metre (cost of M.S. angle,

C.C. blocks shall be paid separately)

Supplying at site Angle iron post & strut of required size

including bottom to be split and bent at right angle in opposite

direction for 10cm length and drilling holes upto 10 mm dia. etc.

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

TOTAL STEEL WORK 1,25,16,095.45

H 11.0 FLOORING WORK

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

graded stone aggregate) finished with a floating coat of neat

cement, including cement slurry, but excluding the cost of

nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate CUM 17,500.00 614.20 - 1,07,48,500.00 -

Cement plaster skirting up to 30 cm height, with cement mortar

2 1:3 (1 cement : 3 coarse sand), finished with a floating coat of - - -

12 Rubber Flooring - - -

Providing and laying seamless, cast-in-situ rubber flooring

system comprising a 10mm base layer of Styrene-Butadiene

Rubber (SBR) black granules bound with a polyurethane (PU)

binder, topped with a 5mm wearing layer of 1–3mm UV-

stabilized EPDM colored granules mixed with an

aromatic/aliphatic PU binder. Rate includes sub-base cleaning,

primer application, joint sealing, and creating simple dual-color

perimeter borders.

Marble stone flooring with 18 mm thick marble stone, as per

sample of marble approved by Engineer-in-charge, over 20 mm

57 11.23 (average) thick base of cement mortar 1:4 (1 cement : 4 coarse - - -

sand) laid and jointed with grey cement slurry, including rubbing

and polishing complete with :

Extra for pre finished nosing to treads of steps of marble /

Extra for marble / granite stone flooring in treads of steps and

risers using single length up to 2.00 metre.

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

over and jointed with grey cement slurry mixed with pigment to

60 11.26 match the shade of the slab, including rubbing and polishing - -

complete with base of cement mortar 1 : 4 (1 cement : 4 coarse

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

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

61 11.27 cement: 3 coarse sand) and jointed with grey cement slurry SQM 800.00 2,354.70 - 18,83,760.00 -

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

rubbing and polishing complete.

Extra for pre finished nosing in treads of steps of Kota stone/

sand stone slab.

Extra for Kota stone/ sand stone in treads of steps and risers

using single length above normal size up to 2.00 metre.

Providing and laying Vitrified tiles in floor in different sizes

(thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS:15622, of

approved brand & manufacturer, in all colours and shade, laid

on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)

64 11.41a jointing with grey cement slurry @3.3 kg/sqm including grouting SQM - -

the joints with white cement and matching pigments etc. The

tiles must be cut with the zero chipping diamond cutter only .

Laying of tiles will be done with the notch trowel, plier, wedge,

clips of required thickness, leveling system and rubber mallet

for placing the tiles gently and easily

a) 11.41a.1 Double charge vitrified tile polished finish of size SQM - -

b) 11.41A.2 Glazed vitrified floor tiles polished finish of size SQM - -

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

65 11.56 cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed SQM - -

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.

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

Providing and laying matt finished vitrified tile of size

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

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

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

66 16.89 multi modals location etc., laid on 20 mm thick base of cement SQM 1,500.00 1,455.65 - 21,83,475.00 -

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

including grouting the joints with white cement mixed with

matching pigments etc. complete as per direction of Engineer-in-

Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory ompaction, of approved size,

67 16.68 design & shape, laid in required colour and pattern over and SQM 5,500.00 972.00 - 53,46,000.00 -

including 50mm thick compacted bed of coarse sand, filling the

joints with fine sand etc. all complete as per the direction of

Engineer-in-charge.

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Providing and laying Laminate wooden flooring (Grade

AC6 or AC6+ laminates) 6 mm to 12 mm thick, having a good

backing layer made up of plastic laminate or melamine, core

made up of medium-density fibreboard (MDF),which is less

resistant to impact damage and less resistant to being dented

68 NSR by heavy furniture, having a décor layer to give each floor its SQM 66.55 2,575.29 1,71,388.28

appearance and consisting of one or more sheets of paper

impregnated with melamine resin and top wear layer having

clear aluminium oxide finish that protects the decorative

layer & imparts the desired level of sheen, from full gloss to low

gloss, duly fixed to the base floor using adhesive as approved

by the manufacturer.

TOTAL FLOORING WORK 5,65,08,746.63 1,71,388.28

I 12.0 ROOFING

Providing and laying gola 75x75mm in cement concrete M15

1 12.21 grade including finishing with cement mortar 1:3 (1 cement : 3 RMTR 985.00 305.15 3,00,572.75

fine sand) as per standard design in 75x75 mm deep chase.

Making khurras 45x45 cm with average minimum thickness of 5

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

stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m

2 12.22 x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 EACH 110.00 298.25 32,807.50

cement : 3 coarse sand) and a coat of neat cement, rounding

the edges and making and finishing the outlet complete.

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

3 12.45 intermediate G.I. channels 45x15x0.9 mm running at the

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

section 0.5 mm thick bottom wedge of 80 mm with tapered

flanges of 26 mm each having lips of 10.5 mm, at 450 mm

centre to centre, shall be fixed in a direction perpendicular to

G.I. intermediate channel with connecting clips made out of 2.64

mm dia x 230 mm long G.I. wire at every junction, including

fixing perimeter channels 0.5 mm thick 27 mm high having

flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed

to wall/partition with the help of rawl plugs at 450 mm centre,

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

including fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall screws of size 3.5 x

25 mm edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in 3

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

coats of primer suitable for board, all as per manufacturer's

specification and also including the cost of making openings for

light fittings, grills, diffusers, cutouts made with frame of

perimeter channels suitably fixed, all complete as per drawings,

specification and direction of the Engineer in Charge but

excluding the cost of painting with : at 230 mm c/c, including

jointing and finishing to a flush finish of tapered and square

12.5 mm thick tapered edge gypsum moisture resistant

Providing and fixing tiled false ceiling of approved materials of

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

locking metal grid of hot dipped galvanized steel sections (

galvanized @ 120 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

4 12.52 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 paint, all complete for all

heights as per specifications, drawings and as directed by

Engineer-in-charge.

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

GI Metal Ceiling Lay in plain Tegular edge Global white color

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

made of G I sheet having galvanizing of 100 gms/sqm (both

sides inclusive) and electro statically polyester powder coated

of thickness 60 microns (minimum), including factory painted

Providing and fixing Heat Resistant Terrace Tiles (300 mm x

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

solar reflection > 0.70 and initial emittance > 0.75 on

waterproof and sloped surface of terrace, laid on 20 mm thick

cement sand mortar in the ratio of 1:4 (1 cement : 4

coarse sand) and grouting the joints with mix of white cement &

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

polishing of the surface upto 3 cuts complete, including

providing skirting upto 150 mm height along the parapet

walls in the same manner

TOTAL ROOFING 79,86,258.09

J 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

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

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

cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6

mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished

rough with sponge.

4 13.16 6 mm cement plaster of mix :

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

5 13.22 ground level for every additional height of 3 m or part thereof. SQM 5,500.00 87.10 4,79,050.00

6 13.37 White washing with lime to give an even shade :

i 13.37.1 New work (three or more coats) SQM 5,500.00 39.05 2,14,775.00

Distempering with 1st quality acrylic distemper (ready mixed)

having VOC content less than 50 gram/litre, of approved

manufacturer and of required shade and colour all complete to

achieve even shade and colour :

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

i 13.41.1 thinnable priming coat with cement primer having VOC content SQM 15,425.00 185.65 28,63,651.25

less than 50 gram/litre

8 13.45 Finishing walls with textured exterior paint of required shade :

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

i 13.45.1 and including priming coat of exterior primer applied @ SQM 6,841.00 223.60 15,29,647.60

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

i 13.62.1 Two or more coats on new work SQM 10,000.00 155.90 15,59,000.00

Wall painting with acrylic emulsion paint, 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

Applying priming coats with primer of approved brand and

11 13.85 manufacture, having low VOC (Volatile Organic Compound )

With ready mixed pink or grey primer on wood work (hard and

soft wood) having VOC content less than 50 grams/ litre

With water thinnable cement primer on wall surface having VOC

content less than 50 grams/litre

Providing and applying white cement based putty of average

thickness 2-5 mm, of approved brand and manufacturer, over

the plastered wall surface to prepare the surface even and

smooth complete

Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections.

Providing and fixing Glass Reinforced Concrete (G.R.C) Screen

at all levels & heights in approved size, pattern, design,

thickness and color. The Screens should be made from ‘53

grade’White Portland Cement, Quartz, Fine Silica Sand, Alkali

Resistant Glass Fiber, Super Plasticizers, Polymers and U.V 5,823.85

resistant Synthetic inorganic pigments should be used for

pigmentation. The material casting should take place in

Synthetic Rubber / FRP Mould. The fixing of Jali should be ‘Dry

fixing’ i.e. to be done with MS/SS ‘L’ shaped Clamps, dash

fasteners and pins etc as per site requirment.

TOTAL FINISHING WORK 2,73,80,577.27 17,76,715.21

K 21.0 ALUMINIUM WORK

Providing and fixing glazing in aluminium / upvc door, window,

ventilator shutters and partitions etc. with EPDM rubber /

15 NSR neoprene gasket etc. complete as per the architectural drawings SQM 836.52 1,722.09 14,40,556.54

and the directions of engineer-in-charge . With Toughened

glass 5.0 mm thickness

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Providing and supplying aluminium extruded tubular and other

aluminium sections as per the architectural drawings and

approved shop drawings , the aluminium quality as per grade

6063 T5 or T6 as per BS 1474,including super durable powder

16 25.1 coating of 60-80 microns conforming to AAMA 2604 of required KG 1,308.24 414.30 5,42,003.83 -

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).

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

i 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 proper fixing of structural

ii glazing system with the RCC/ masonry/structural steel -

framework of building structure, using stainless steel anchor

fasteners/ bolts, nylon seperator to prevent bimetallic contacts

with nuts and washers etc. of stainless steel grade 316, of the

required capacity and in required numbers.

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

sealant and one part weather silicone sealant compatible with

the structural silicone sealant of required bite size in a clean

and controlled factory / work shop environment , including

double sided spacer tape, setting blocks and backer rod, all of

approved grade, brand and manufacturer, as per the approved

sealant design, within and all around the perimeter for holding

(d) Providing and fixing in position flashings of solid aluminium

sheet 1 mm thick and of sizes, shapes and profiles, as required

iv as per the site conditions, to seal the gap between the building -

structure and all its interfaces with curtain glazing to make it

(e) Making provision for drainage of moisture/ water that enters

the curtain glazing system to make it watertight, by

incorporating principles of pressure equalization, providing

suitable gutter profiles at bottom (if required), making necessary

holes of required sizes and of required numbers etc. complete.

This item includes cost of all inputs of designing, labour for

fabricating and installation of aluminium grid, installation of

glazed units, T&P, scaffolding and other incidental charges

including wastages etc., enabling temporary structures and

services, cranes or cradles etc. as described above and as -

specified. The item includes the cost of getting all the structural

and functional design checked and all the shop drawings vetted

by the Principals of the structural glazing system.

The item also includes the cost of all mock ups at site, cost of all

samples of the individual components for testing in an approved

laboratory, field tests on the assembled working structural

glazing as specified, cleaning and protection till the handing

over of the building for occupation. In the end, the Contractor

shall provide a water tight structural glazing having all the

performance characteristics etc. all complete as required, as per

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

as per the approved shop drawings and as directed by the

Engineer-in-Charge.

Providing, assembling and supplying vision glass panels (IGUs)

comprising of hermetically-sealed 6-12-6 mm insulated glass

(double glazed) vision panel units of size and shape as required

and specified, comprising of an outer high performance 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)

18 25.3 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.1) 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 sqm.

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

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

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

Strengthened clear Glass of approved make having properties

i as visible Light transmittance (VLT) of 25 to 35 %, Light SQM 180.00 3,718.70 6,69,366.00 -

reflection internal 10 to 15%, light reflection external 10 to 20 %,

shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2

TOTAL ALUMINIUM WORK 18,43,259.83 14,40,556.54

L 22.0 WATER PROOFING

Providing and laying water proofing treatment to vertical and

19 22.3 horizontal surfaces of depressed portions of W.C., kitchen and

the like consisting of :

(i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with

water proofing compound conforming to IS 2645 in

recommended proportions including rounding off junction of

vertical and horizontal surface. (ii) IInd course of 20mm cement

plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing SQM 9,800.00 769.60 75,42,080.00

compound in recommended proportion including rounding off

junction of vertical and horizontal surface. (iii) IIIrd course of

applying blown or residual bitumen applied hot at 1.7 Kg. per

sqm of area. (iv) IVth course of 400 micron thick PVC sheet.

(Overlaps at joints of PVC sheet should be 100 mm wide and

pasted to each other with bitumen @ 1.7 Kg/sqm.)

Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc consisting of following

operations: (a) Applying a slurry coat of neat cement using 2.75

kg/sqm of cement admixed with water proofing compound

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

over the RCC slab including adjoining walls upto 500 mm height

including cleaning the surface before treatment. (b) Laying brick

20 22.7 bats with mortar using broken bricks/brick bats 25 mm to 115

mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse

sand) admixed with water proofing compound conforming to IS :

2645 and approved by Engineer-in-charge over 20 mm thick

layer of cement mortar of mix 1:5 (1 cement :5 coarse sand)

admixed with water proofing compound conforming to IS : 2645

and approved by Engineer-in-charge to required slope and

treating similarly the adjoining walls upto 500 mm height

including rounding of junctions of walls and slabs.

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

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

proofing compound conforming to IS : 2645 and approved by

Engineerin- charge. (d) Finishing the surface with 20 mm thick

jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)

admixed with water proofing compound conforming to IS : 2645

as approved by Engineerin- charge including laying glass fibre

cloth of approved quality and protection top layer of Cement

Concrete of 100 mm thickness and finally finishing the surface

with trowel with neat cement slurry and making pattern of

300x300 mm square 3 mm deep. (e) The whole terrace so

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

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

done in order and as directed and specified by the Engineer-in-

With average thickness of 220 mm and minimum thickness at

khurra as 65 mm.

Providing and applying fibre reinforced elastomeric liquid water

proofing membrane with resilient acrylic polymers having

Sun Reflectivity Index (SRI) of 105 on top of concrete roof in

three coats @10.76 litre/ 10 sqm. One coat of self-priming of

elastomeric waterproofing liquid (dilution with water in the

ratio of 3:1) and two coats of undiluted elastomeric

waterproofing liquid (dry film thickness of complete

application/system not less than 500 microns). The

operation shall be carried out after scrapping and properly

cleaning the surface to remove loose particles with wire

brushes, complete in all respect as per the direction of Engineer

Digitally signed by JAYA

Scheduled Scheduled Non-scheduled

S.No. DSR/NSR Description of Item Unit Quantity Schedule

Rate Amount Amount

Providing and applying integral crystalline slurry of hydrophilic

in nature for waterproofing treatment to the RCC structures like

retaining walls of the basement, water tanks, roof slabs,

podiums, reservior, sewage & water treatment plant, tunnels /

subway and bridge deck etc., prepared by mixing in the ratio of

5 : 2 (5 parts integral crystalline slurry : 2 parts water) for

vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1

part water) for horizontal surfaces and applying the same from

16 22.23 negative (internal) side with the help of synthetic fiber brush.

The material shall meet the requirements as specified in ACI-

212-3R-2010 i.e by reducing permeability of concrete by more

than 90% compared with control concrete as per DIN 1048 and

resistant to 16 bar hydrostatic pressure on negative side. The

crystalline slurry shall be capable of self-healing of cracks up to

a width of 0.50mm. The work shall be carried out all complete

as per specification and the direction of the engineer-in-charge.

The product performance shall carry guarantee for 10 years

against any leakage.

i 22.23.1 For vertical surface two coats @ 0.70 kg per sqm SQM 3,500.00 472.90 16,55,150.00

ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. SQM 3,500.00 362.80 12,69,800.00

TOTAL (WATER PROOFING ) 1,83,11,297.84

M 24 SIGNAGES

Principal Cabin / HR & Admin/ Meeting

Room / Cabin / Stationary / Store room / Server / ups /

electrical room / G.Toilet & Ladies Toilet with symbol /Pantry /

Fire exist/rest room or for anyother area as per the direction of

17 NSR EIC. The SS plate shall be 304 grade of approved shape as per EACH 20.00 2,045.45 40,908.96

drawing. single color/Multi color engraved signage Font and

letter sizing shall be got aproved by the architect-sample shall

be submitted. Rate shall include all hardware and necessary

arrangement for fixing.

Building Signage -

Supply Installation Testing & Commissioning of Exterior

Signage -laser machine cut sheet mounted on a suitable base

shall be povided with povision of lighting fom the back and

inclusive of a proper fixing arrangement which shall be got

appoved by EIC. the Letters shall be of any font type and style

and nothing shall be paid extra on this account. Acrylic box to

be made with led modules running inside it which shall be

suitably fixed with MS famewok. The shop dawings shall be

prepared and got appoved from the consultant before

commencement of the of the work. .Size - letter height - 4 ft

SIGNAGE WORK 2,08,370.03

Total of DSR & NDSR 48,14,50,302.32

Digitally signed by JAYA

BOQ for " Construction of Academic Block of Delhi Public School ,CISF Barracks and other associated infrastructure for Shifting of

BOQ EXTERNAL DEVELOPMENT,

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

EXTERNAL DEVELOPMENT

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

1 2.6 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 5KM and lift upto 1.5 m, as directed

by Engineer-in-charge.

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming

and watering, lead up to 5KM and for all lift.

Excavating, supplying, stacking and filling of

local earth (including royalty) by mechanical

transport upto a lead of 5km also including

i 2.25a ramming and watering of the earth in layers Cum 7800.00 700.50 54,63,900.00

not exceeding 20 cm in foundation trenches,

plinth, sides of foundation etc. complete for all

Carriage of Excavated earth by mechanical

transport including loading, unloading and

Stacking including royalty & carriage up to 5

4 CONCRETE WORK

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

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

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

iii 4.3.1 Foundations, footings, bases for columns Sqm 239.49 392.15 93,916.00

5 REINFORCED CEMENT CONCRETE

Centering and shuttering including strutting,

propping etc. and removal of form for

Foundations, footings, bases of columns, etc.

for mass concrete

Walls (any thickness) including attached

ii 5.9.2 pilasters, butteresses, plinth and string courses Sqm 86.40 842.50 72,792.00

Suspended floors, roofs, landings, balconies

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

Thermo-Mechanically Treated bars of grade Fe-

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

Thermo-Mechanically Treated bars of grade Fe-

Digitally signed by JAYA

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

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

viii 5.33 leads; but excluding the cost of centering, -

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge, for the

following grades of concrete.:

Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be

payable separately. In case the cement content

in design mix is more than 110% of the

specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

viii 5.33.1 All works upto plinth level -

Concrete of M25 grade with minimum cement

content of 330 kg /cum

6 MASONRY WORK

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

5 6.1 modular) bricks of class designation 7.5 in

foundation and plinth in::

Cement mortar 1:6 (1 cement : 6 coarse sand)

6 13 FINISHING

Cement plaster 1:3 (1 cement: 3 coarse sand)

i 13.9 finished with a floating coat of neat cement. -

TOTAL (EXTERNAL DEVELOPMENT

7 16.0 ROAD WORK

Preparation and consolidation of sub grade

with power road roller of 8 to 12 tonne capacity

after excavating earth to an average of 22.5

cm. depth, dressing to camber and

i 16.1 consolidating with road roller including making Sq.Mt. 6630.84 218.90 14,51,490.88

good the undulations etc. and re roller including

making good the undulations etc. and re-rolling

the sub grade and disposal of surplus earth

lead upto 50 metres.

Supplying and filling in plinth with sand under

ii 2.27 floors including, watering, ramming cum 4500.00 2123.75 95,56,875.00

consolidating and dressing complete.

Supplying and Stacking of Good Earth by

mechanical transport including loading,

unloading including royalty & carriage up to 5

Digitally signed by JAYA

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

Spreading of sludge, dump manure and/or

good earth in required thickness and extra for

compaction of earth work as per direction of

officer-in-charge (cost of sludge, dump manure

and/ or good earth to be paid separately).

Construction of granular sub-base by providing

close graded Material conforming to

specifications, mixing in a mechanical mix plant

at OMC, carriage of mixed material by tippers

to work site, for all leads & lifts, spreading in

v 16.78 uniform layers of specified thickness with motor -

grader on prepared surface and compacting

with vibratory power roller to achieve the

desired density, complete as per specifications

and directions of Engineerin- Charge.

With material conforming to Grade-I (size

vi 16.78.1 range 75 mm to 0.075 mm) having CBR Value- Cum 3200.00 2784.00 89,08,800.00

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.

vii 16.75 complete as per specifications and directions of Cu.Mt. 1350.00 9823.80 1,32,62,130.00

Engineer-incharge. (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).

Extra for providing and mixing hardening

compound of approved quality as per

manufacturer’s specification in cement

Providing and fixing in position pre-moulded per cm

joint filler in expansion joints. depth

Providing and laying in position bitumen hot depth per

sealing compound for expansion joints etc. cm width

Using grade ‘A’ sealing compound. per m

Painting runway/taxi track/apron marking with

adequate nos of coats to give uniform finish

with road marking paint of superior make as

xii 16.47 approved by the Engineer-in-charge, i/c -

cleaning the surface of all dirt, scales, oil,

grease and other foreign material etc. and

lining out complete.

xiii 16.47.1 New work (Two or more coats) Sq.Mt. 528.05 188.20 99,379.48

Providing, laying and making kerb channel 30

cm wide and 50 mm thick with cement concrete

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

aggregate 20 mm nominal size) over 75mm

xiv 16.63 bed of dry brick ballast 40 mm nominal size, Sq.Mt. 850.00 558.30 4,74,555.00

well rammed and consolidated and grouted

with fine sand, including finishing the top

smooth etc. complete and as per direction of

Engineer-in-charge.

Digitally signed by JAYA

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

Providing and laying at or near ground level

factory made 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

xv 16.69 joints except at sharp curve shall not to more Cu.Mt. 500.00 10117.60 50,58,800.00

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 for

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

approved by Engineer-in-charge).

Providing and laying factory made coloured

chamfered edge Cement Concrete paver

blocks of required strength, thickness &

size/shape, made by table vibratory method

using PU mould, laid in required colour &

pattern over 50mm thick compacted bed of fine

sand, compacting and proper embedding/laying

of inter locking paver blocks into the sand

xvi 16.91.1 bedding layer through vibratory compaction by Sq.Mt. 2500.00 1045.65 26,14,125.00

using plate vibrator, filling the joints with

jamuna sand and cutting of paver blocks as per

required size and pattern, finishing and

sweeping extra sand in footpath, parks, lawns,

drive ways or light traffic parking etc. complete

as per manufacturer’s specifications & direction

of Engineerin-Charge.80mm thick C.C. paver

block of M-35 grade with approved colour,

design & pattern.

Providing and fixing 10x10x7.50 cm Granite

stone block hand cut and chisel dressed on

top, for paving in floors, drains etc. laid over

xvii 16.92 20mm thick base mortar 1:4 (1cement:4 coarse Sq.Mt. 250.00 2189.15 5,47,287.50

sand) with joints 10mm wide filled with same

mortar including ruled pointing etc. complete as

per direction of engineer-in charge.

Providing and placing in position 100 mm thick

factory made machine batched & machine

mixed Precast RCC Rectangular Covers on

drains of footpath of various sizes, of M-25

grade cement concrete for RCC work, including

cost of centering, shuttering, reinforcement of 8

mm dia TMT bars of Fe 500 grade @ maximum

100mm c/c on both ways , neat cement

punning on finished surface, properly encased

on all edges with 1.6 mm thick , 100 mm wide

MS sheet duly painted over priming coat ,

reinforcement to be welded at edges with MS

sheet and providing 2 Nos. 12 mm dia bar for

hooks etc i/c cost of cartage, all leads & lift,

handling at site etc. all complete as per

direction of Engineer-in-Charge.

TOTAL (Road Work) 4,77,96,949.34

Horti.(2020)HORTICULTURE AND LAND SCAPING

Supplying and stacking at site dump manure

from approved source, including carriage upto

5 km complete (manure measured in stacks will

be reduced by 8% for payment) :

Screened through sieve of I.S. designation 16

Screened through sieve of I.S. designation 4.75

Digitally signed by JAYA

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

iii 2.7 Fine dressing of the ground. Sqm 2892.16 3.70 10,701.00

Mixing earth and sludge or manure in the

iv 2.9 required proportion specified or directed by the Cum 723.04 36.55 26,427.13

Officer-in-charge

Grassing with selection No. 1 grass including

watering and maintenance of the lawn for 60

days or more till the grass forms a thick lawn,

free from weeds and fit for mowing including

supplying good earth, if needed (the grass and

earth shall be paid for separately).

vi 2.10.2 With grass Turf Sqm 4820.27 13.30 64,109.59

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

vii 2.14 reduction by 20% : 1 part of stacked volume of -

manure after reduction by 8%) flooding with

water, dressing including removal of rubbish

and surplus earth, if any, with all leads and lifts

(cost of manure, sludge or extra good earth if

needed to be paid for separately) :

viii 2.14.1 Holes 1.2 m dia and 1.2 m deep Each 90.0 335.50 30,195.00

ix 2.14.2 Holes 90 cm dia, and 90 cm deep Each 75.0 143.10 10,732.50

x 2.14.3 Holes 60 cm dia, and 60 cm deep Each 85.0 43.75 3,718.75

xi 2.14.4 Holes 45 cm dia, and 45 cm deep. Each 70.0 18.70 1,309.00

Providing and fixing M. S. tree guard 45 cm

square in plan, height 1.20 metre above ground

level and 0.40 metre below ground level. The

vertical members shall consist of four nos.

angle iron of size 25x25x3 mm, 1.6 m long, one

at each corner and 8 nos flat iron of size 25x3

mm, 1.2 m long. The vertical members shall be

welded to 4 nos. 25x6 mm M. S. flats placed

horizontally around the vertical member of the

cage. One name plate of 1 mm thick M.S.

xii 2.26 sheet of size 250x100 mm shall be welded to Each 155.0 2219.25 3,43,983.75

the tree guard near the middle height and

lettered CPWD/ PWD/ any other approved

name. The tree guard shall be fixed to the

ground by making suitable holes and by

embedding four corners leg in the ground,

including refilling the earth, compaction etc.

complete. The tree guard shall be painted with

two or more coats of synthetic enamel paint of

approved brand and manufacture over a coat

of primer, complete in all respect.

Providing Circular Cement Concrete pots of

specified size, cast with cement concrete of

nominal mix 1:2:4 (1 cement: 2 coarse sand: 4

graded stone aggregate 6 mm nominal size),

reinforced with 7 Nos ( 3 nos horizontal & 4 nos

xiii 2.29 vertical “ U “ shape) M.S. wires of 3.5 mm dia -

as per design, including required form work,

finishing with cement punning on exposed

surface, curing for specified period and

stacking in required rows & height, all complete

as per direction of Officer-in-charge.

Top inside dia 35 cm, outer bottom dia 25 cm,

xiv 2.29.1 total height 35 cm with wall thickness of 25.4 Each 175.0 225.05 39,383.75

Digitally signed by JAYA

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

Providing Square Cement Concrete pots of

specified size, cast with cement concrete of

nominal mix 1:2:4 (1 cement: 2 coarse sand: 4

graded stone aggregate 6 mm nominal size),

reinforced with 7 Nos ( 3 nos horizontal & 4 nos

xv 2.30 vertical “ U “ shape) M.S. wires of 3.5 mm dia -

as per design, including required frame work,

finishing with cement punning on exposed

surface, curing for specified period and

stacking in required rows & height, all complete

as per direction of Officer-in-charge.

Top inner width 35 cm, outer bottom width 25

xvi 2.30.1 cm, total height 35 cm and wall thickness 25.4 Each 150.0 257.60 38,640.00

Providing and laying Neelgiri/Mexican grass

turf with earth 50mm to 60mm thickness of

existing ground prepared with proper level and

ramming with tools wooden (Dhurmos) and

xvii 2.33 than rolling the surface with light roller make Sqm 1000.00 214.40 2,14,400.00

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.

Providing & fixing of White River (Stone)

Pables size of 2" to 2.50" dia in natural colour

xviii 2.50 at site of work including loading, unloading, Qtl. 50.0 610.70 30,535.00

carriage and all taxes paid etc.and as per

direction of officer in charge.

Digitally signed by JAYA

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

Providing and applying anti termite treatment of

infected trees i/c all branches/leaves by

spraying chemical emulsion 0.5%

(Chlorpyriphos 20% EC) concentration through Each

power spray machine (@ 100 ml Chlorpyriphos Tree

per tree i/c cost of chemical) and as per

direction of officer-in-charge.and as per

direction of officer-in-charge.

Anti termite treatment of lawn area through

premise 30.50% I P. one liter premise diluted in

499 liters water and applying solution @ 1.00

xx 2.56 litre solution per sqm lawn or bed area.(two Sqm 1000.0 7.55 7,550.00

application) i/c cost of chemical)and as per

direction of officer-in-charge.and as per

direction of officer-in-charge.

4.0 Rose Plants -

Providing and Displaying plants Budded Rose

(H.T. variety) 3 to 4 healthy branch 30 cm and

9 4.91 above ht. well developed with one and above Each 45.0 32.80 1,476.00

flower plant in 20 cm Earthen Pot, as per

direction of the officer-in-charge.

Providing and Displaying plants Creeper Rose

variety 3 to 4 healthy branch 60 cm and above

i 4.92 ht. well developed with one and above flowers Each 30.0 75.85 2,275.50

in 25 cm Earthen Pot, as per direction of the

officer-in-charge.

Providing and Displaying plants Standard Rose

(H.T. variety) 3 to 4 healthy branch 90 cm and

ii 4.93 above ht. well developed with one and above Each 45.0 150.70 6,781.50

flowers in 25 cm Earthen Pot, as per direction

of the officer-in-charge.

5.0 Ornamental Plants -

Providing and Displaying Bismarkia Palm plant

115 to 180 cm ht., well developed 12 and

10 5.11 above good color fresh and healthy leaves in Each 25.0 1937.25 48,431.25

40 cm Cement Pot as per direction of the

officer-in-charge.

Providing and Displaying Bougainvillea named

variety, Sobhra, Thima, Marry palmar, Cherry

Blossom etc. well developed with fresh &

healthy bushy plant in full bloom 75 to 90 cm ht.

in 40 cm Cement Pot as per direction of the

officer-in-charge.

Providing and Displaying Cycus revoluta in 35

cm challi, specimen plant, having 30 to 40 with

fresh and healthy, leaves having 25cm to 30cm

circumfrance of base stem well developed as

per direction of the officer-in-charge.

Providing and Displaying Cyprus Golden plant

Conical Shape 150 to 165 cm ht., with fresh

iii 5.18 and healthy Golden colour foliage in 35cm Each 10.0 1614.40 16,144.00

Cement Pot as per direction of the officer-in-

Providing and Displaying Ficus Long Island

topiary plant well developed with fresh &

iv 5.21 healthy 5 to 6 ball specific size and shape 120 Each 12.0 1230.00 14,760.00

to 150 cm ht in 40 cm Cement Pot as per

direction of the officer-in-charge.

Providing and Displaying Foxtail palm plant well

developed with fresh & healthy foliage of ht.

210 to 240 cm in big 40 cm Cement Pot as per

direction of the officer-in-charge.

Digitally signed by JAYA

Schedule Scheduled

DSR Description Of Items Unit Qty. Schedule Schedule

S.No. Rate Amount

2023 Rate Amount

Providing and Displaying Golden Bottle brush

Topiary plant well developed with fresh &

vi 5.33 healthy foliage 5 to 6 big ball 115 to 180 cm ht Each 20.0 973.75 19,475.00

in 40 cm Cement Pot as per direction of the

officer-in-charge.

Providing and Displaying Latania Rubra Palm

plant well developed with fresh & healthy

vii 5.35 foliage 150 to 180 cm ht. with 6 to 7 leaves in Each 25.0 1025.00 25,625.00

big 35 cm Cement Pot as per direction of the

officer-in-charge.

Providing and Displaying Topiary plant of Ficus

Bush King well developed with fresh & healthy

foliage from Top to Bottom with single piller 60

to 75 cm spread, 210 to 225 cm ht., in 35 cm

Cement Tray/Cement Pot as per direction of

the officer-in-charge.

11 6.0 Ground Covers Plants -

Providing and Displaying of Clerodendron

inerme plant of ht. 30 cm to 40 cm multi

iii 6.7 branched in 25 cm size of Earthen Pot / Plastic Each 75.0 20.00 1,500.00

Pot & as per direction of the officer-in-charge.

Providing and Displaying of Duranta Golden

plant, having ht.15 to 20 cm bushty shape plant

ii 6.12 with fresh and healthy leaves in 20 cm size of Each 90.0 20.00 1,800.00

Earthen Pot / Plastic Pot & as per direction of

the officer-in-charge..

Providing and Displaying of Iresine herbstii

plant, of height 20-30 cm., full of branches well

iii 6.17 developed in 20 cm size of Earthen Pot / Each 65.0 20.00 1,300.00

Plastic Pot & as per direction of the officer-in-

Providing and Displaying of Wadelia trilobata

iv 6.31 plant,full of leaves in 15 cm size of Poly bags & Each 45.0 15.00 675.00

as per direction of the officer-in-charge.

12 8.0 SHRUBS -

Supply and stacking of plant Euphorbia

caracasana (bronze colour leaves) of height 60-

i 8.16 75 cm. with 2-3 branches in earthen pots of Each 70.0 40.00 2,800.00

size 20 cm as per direction of the officer-in-

Supply and stacking of plant Ficus blackii

(F.vivion) (bushy) of height 150- 165 cm. with 8-

ii 8.22 10 branches and healthy foliage in earthen pots Each 55.0 250.00 13,750.00

of size 30 cm as per direction of the officer-in-

Supply and stacking of plant Hibiscus

rosasinensis of height 90-105 cm., bushy in big

size HDPE bag as per direction of the officer-in-

Supply and stacking of plant Malpighia

coccigera of height 30-45 cm., multibranched in

earthen pots of size 20 cm as per direction of

the officer-in-charge.

Supply and stacking of plant Nerium oleander

(kaner) of height 60-75 cm. with 5-6 branches

in poly bags of size 25 cm as per direction of

the officer-in-charge.

Supply and stacking of plant Putranjiva

vi 8.57 roxburghii of ht. 60-75 cm in bag of size 20 cm Each 65.0 30.00 1,950.00

as per direction of the officer-in-charge.

Supply and stacking of plant Thuja compacta of

height 75-90 cm., conical shaped, well formed

vii 8.76 with healthy foliage in earthen pots of size 30 Each 50.0 130.00 6,500.00

cm as per direction of the officer-in-charge.

TOTAL (Horticulture Works) 13,20,814.99

Digitally signed by JAYA

BOQ for " Construction of Academic Block of Delhi Public School ,CISF Barracks and other associated infrastructure for Shifting of Senior DPS(Senior Wing)

& CISF Colony inside the Premises of Nalco Nagar,Angul,Odisha

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

2023 SANITARY FIXTURES & CP BRASS FITTINGS

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

dia CP Brass single hole basin mixer of approved quality and

make, including painting of fittings and brackets, cutting and

making good the walls wherever required:- White Vitreous

China Wash basin size 550x400 mm with a 15 mm CP Brass

single hole basin mixer

Providing and fixing white vitreous china extended wall

mounting water closet of size 780x370x690 mm of approved

shape including providing & fixing white vitreous china cistern

2 17.78 with dual flush fitting, of flushing capacity 3 litre/ 6 litre Nos 550.00 14,999.15 82,49,533.00

(adjustable to 4 litre/ 8 litres), including seat cover, and cistern

fittings, nuts, bolts and gasket etc complete.

Providing and fixing white vitreous china flat back or wall

corner type lipped front urinal basin of 430x260x350 mm and

340x410x265 mm sizes respectively with automatic flushing

3 17.4 cistern with standard flush pipe and C.P. brass spreaders with

brass unions and G.I clamps complete, including painting of

fittings and brackets, cutting and making good the walls and

floors wherever required :

One urinal basin with 5 litre white P.V.C. automatic flushing

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

upto 1 metre long with S.S. triangular plate to Eureopean type

W.C. of quality and make as approved by Engineer - in -

Providing and fixing PTMT Waste Coupling for wash basin

and sink, of approved quality and colour.

Waste coupling 38 mm dia of 83 mm length and 77 mm

breadth, weighing not less than 60 gms

Providing and fixing CP Brass 32mm size Bottle Trap of

6 17.22A approved quality & make and as per the direction of Engineer- Nos 550.00 1,034.80 5,69,140.00

Providing and fixing mirror of superior glass (of approved

quality) and of required shape and size with plastic moulded

7 17.32.4 frame of approved make and shade with 6 mm thick hard Nos 550.00 2,093.00 11,51,150.00

board backing : Rectangular shape 1500x450 mm

8 17.34.1 Providing and fixing CP Brass toilet paper holder. Nos 550.00 803.70 4,42,035.00

Providing and fixing PTMT liquid soap container 109 mm

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

9 17.71 standard shape with bracket of the same materials with snap Nos 550.00 111.45 61,298.00

fittings of approved quality and colour, weighing not less than

Providing and fixing unplasticised P.V.C. connection pipe with

10 18.74.2 PTMT Nuts, collar and bush of approved quality and colour. Nos 1,100.00 121.90 1,34,090.00

15 mm nominal bore with 45 cm length

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 : Kitchen sink

with drain board 510x1040 mm bowl depth 225 mm

Total SANITARY FIXTURES & CP BRASS FITTINGS 1,33,95,535.00

Soil, Waste & Vent pipe

12 17.35 Providing and fixing soil, waste and vent pipes :

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as

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

including P.V.C. waste fittings complete.

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

Providing and fixing trap of self cleansing design with screwed

down or hinged grating with or without vent arm complete,

including cost of cutting and making good the walls and floors

Hubless centrifugally cast (spun) iron epoxy coated inside &

outside as per IS:15905

Total Soil, Waste & Vent pipe 46,53,595.00

Providing and fixing on wall face unplasticised Rigid PVC rain

water pipes conforming to IS : 13592 Type A, including

15 12.41.2 jointing with seal ring conforming to IS : 5382, leaving 10 mm R.M 205.50 377.40 77,556.00

gap for thermal expansion, (i) Single socketed pipes. 110 mm

Providing and fixing on wall face unplasticised - PVC moulded

fittings/ accessories for unplasticised Rigid PVC rain water

16 pipes conforming to IS : 13592 Type A, including jointing with

seal ring conforming to IS : 5382, leaving 10 mm gap for

thermal expansion.

Making khurras 45x45 cm with average minimum thickness of

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

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

17 12.22 sheet 1m x1 _m x 400 micron, finished with 12 mm cement Nos 6.00 298.25 1,790.00

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

cement, rounding the edges and making and finishing the

outlet complete.

Providing and fixing unplasticised -PVC pipe clips of approved

design to unplasticised - PVC rain water pipes by means of

50x50x50 mm hard wood plugs, screwed with M.S. screws of

18 12.43.2 required length, including cutting brick work and fixing in Nos 26.00 371.30 9,654.00

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

good the wall etc. complete.

Total Rainwater Pipe 95,350.00

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply,

including all CPVC plain & brass threaded fittings, i/c fixing

the pipe with clamps at 1.00 m spacing. This includes jointing

19 18.8 of pipes & fittings with one step CPVC solvent cement and the

cost of cutting chases and making good the same including

testing of joints complete as per direction of Engineer in

Charge. Concealed work, including cutting chases and

making good the walls etc. 15 mm nominal outer dia Pipes

19.1 18.8.1 15 mm nominal outer dia Pipes R.M 1,800.00 497.80 8,96,040.00

19.2 18.8.2 20 mm nominal outer dia Pipes R.M 1,800.00 537.60 9,67,680.00

19.3 18.8.3 25 mm nominal outer dia Pipes R.M 1,800.00 627.25 11,29,050.00

19.4 18.8.4 32 mm nominal outer dia Pipes R.M 1,800.00 739.30 13,30,740.00

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply and

all CPVC plain & brass threaded fittings, including fixing the

20 18.7 pipe with clamps at 1.00 m spacing. This includes jointing of

pipes & fittings with one step CPVC solvent

cement and testing of joints complete as per direction of

Engineer in Charge.

20.1 18.7.5 40 mm nominal outer dia Pipes R.M 2,000.00 702.95 14,05,900.00

20.2 18.7.6 50 mm nominal outer dia Pipes R.M 2,000.00 934.15 18,68,300.00

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

21 18.10 clamps, including cutting and making good the walls etc.

Internal work - Exposed on wall

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

22 18.53 and geyser points of approved quality conforming to IS:8931 Nos 800.00 574.30 4,59,440.00

Providing and fixing C.P. Brass extension nipple (size

23 18.53A 15mmx50mm) of approved make and quality as per direction Nos 400.00 74.80 29,920.00

of Engineer-in-charge.

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

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

approved quality (screwed end) :

18.17.1. 20mm nominal bore

Providing and fixing PTMT grating of approved quality and

colour. 100 mm nominal dia

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank, ISI : 12701 marked, with

26 18.48 cover and suitable locking arrangement and making Lit. 20,000.00 11.00 2,20,000.00

necessary holes for inlet, outlet and overflow pipes but without

fittings and the base support for tank.

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

27 18.18.2 High or low pressure, with plastic floats complete : 20 mm Nos 52.00 462.50 24,050.00

Total WATER SUPPLY 1,28,62,545.00

TOTAL Internal Plumbing 3,10,07,025.00

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

including trenching and refilling etc. External work.

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

approved quality (screwed end):

Supply, unloading, shifting, installing, testing, and

commissioning of Monoblock horizontal centrifugal pumps

with 3Ph electric motor, control panel, control valves, NRV, Y-

Strainer, level sensor with all necessary starters, switchgear,

protection, and mechanical seal etc, and cost shall include all

3 NSR power cabling, control wiring from control panel to pump

motor including power and control wiring for level switches

and controller. all complete as specified in item description

and tender specifications including all required accessories to

complete the job as per the satisfaction of PMC/Chief

Engineer IISC Medical school foundation. ( For water transfer

No. of pumps : 2 (1 Working + 1 Standby)

Constructing masonry Chamber 30x30x50 cm inside, in brick

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

cock, with C. I. surface box 100x100 x75 mm (inside) with

hinged cover fixed in cement concrete slab 1:2:4 mix (1

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

nominal size), i/c necessary excavation, foundation concrete

4 18.32.1 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate Nos 20.00 1,992.60 39,852.00

40mm nominal size ) and inside plastering with cement mortar

1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a

floating coat of neat cement complete as per standard design

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

designation 7.5

Painting G.I. pipes and fittings with two coats of anti-corrosive

bitumastic paint of approved quality :

18.40.2 20 mm diameter pipe R.M. - 11.10 -

18.40.3 25 mm diameter pipe R.M. - 14.15 -

18.40.4 32 mm diameter pipe R.M. - 17.05 -

Providing and filling sand of grading zone V or coarser grade,

allround the G.I. pipes in external work :

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

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

6 2.13.1.2 consolidating each deposited layers by ramming, watering RM 1,550.00 998.65 15,47,908.00

etc., stacking serviceable material rmeasurements and

disposal of nserviceable material as directed, within a lead of

50 m :Ordinary rock : Pipes, cables etc. exceeding 80 mm dia

but not exceeding 300 mm dia

Providing and fixing unplasticised Rigid PVC SWR pipes

conforming to IS : 13592 Type B, including jointing with seal

7 ring conforming to IS : 5382, leaving 10 mm gap for thermal R.M 1,550.00 1,062.00 16,46,100.00

expansion, Single socketed pipes. Upvc pipe 160 mm

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

coarse sand : 10 graded stone aggregate 40 mm nominal

size) up to haunches of S.W. pipes including bed concrete as

per standard design :

Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water

tight C.I. cover with frame o f 300 x300 mm size (inside) the

9 19.4.1.2 weight of cover to be not less than 4.50 kg and frame to be Nos 100.00 2,685.20 2,68,520.00

not less than 2.70 kg as per standard design: 100x100 mm

size P type With Sewer bricks conforming to IS : 4885

Constructing brick masonry M.H. in C.M. 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm nominal

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

sand : 8 graded stone aggregate 40 mm nominal size), inside

10 19.7 plastering 12 mm thick with C.M. 1:3 (1 cement : 3 coarse

sand) finished with floating coat of neat cement and making

channels in C.C. 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement complete as per standard design :

Inside size 90X80X45 cm i/c C.I. cover with frame (light duty)

455x610 mm internal dimensions, total weight of cover and

19.7.1.2 frame to be not less than 38 kg (weight of cover 23 kg and Nos 100.00 12,711.80 12,71,180.00

weight of frame 15 kg) : With Sewer bricks conforming to IS :

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 4,954.00

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. All types

of soil 300 mm dia

Supplying, filling, spreading & leveling stone boulders of size

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

Supplying, filling, spreading & leveling gravels of size range 5

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-incharge

Supplying, filling, spreading & leveling coarse sand of size

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.

Gravel packing in tubewell construction in accordance with IS:

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

required grading & sizes as per actual requirement, all

complete as per direction of Engineerin- charge.

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-

charge. 150 mm nominal size dia

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

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. 150 mm

nominal size dia

Providing and fixing suitable size threaded mild steel cap or

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

removable as per requirement, all complete for borewell of:

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

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

including necessary bolts & nuts f required size complete. 150

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

19 23.15.2 the bottom of pipe assembly of tubewell as per IS:2800 (part Nos. 1.00 322.00 322.00

I): 150 mm dia.

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

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

20 19.6.2 mortar in the proportion of 1:2 (1 cement : 2 fine sand) R.M 250.00 556.45 1,39,113.00

including testing of joints etc. complete : 150 mm dia. R.C.C.

21 19.0 DRAINAGE

Providing and laying Non Pressure NP-4 class (Heavy duty)

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

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

sand) including testing of joints etc.

TOTAL (DRAINAGE Works) 27,00,798.10

Wet Riser for fire fighting

Supplying, installation, testing and commissioning of Electric

driven Main Fire Pump suitable for automaticoperation and

consisting of following, complete in allrespects, as required (a)

1 18.1 Horizontal type, multistage, centrifugal, split casingpump of

cast iron body & bronze impeller with stainlesssteel shaft,

mechanical seal conforming to IS 1520.

(b) Suitable HP Squirrel cage induction motor, TEFC,

synchronous speed 1500 RPM, suitable for operationon 415

volts, 3 phase 50 Hz, AC supply with IP 55protection for

enclosure, horizontal foot mounted typewith Class-'F'

insulation, conforming to IS-325.(c) M.S. fabricated Common

base plate, coupling, coupling guard, foundation bolts etc. as

required. (d) Suitable cement concrete foundation duly

Supplying, installation, testing and commissioning ofdiesel

engine driven main fire pump suitable forautomatic operation

and consisting of following,complete in all respects, as

required : (Diesel Driven Pump)

Horizontal type, multistage, centrifugal pump of cast ofiron

body and bronze impeller with stainless steel

shaft,mechanical seal conforming to IS 1520.

Suitable HP, 1500 RPM water cooled with radiator, diesel

engine conforming to relevant IS standard complete with auto

starting mechanism, 12 /24 volts electric starting equipment,

diesel tank, exhaust pipe extended upto 10 m outside pump

house duly insulated with 50 mm thick glass wool with 1.0 mm

thickaluminium sheet cladding, residential

silencer,instruments and protection as per standard

specification, stop solenoid for auto stop in the event offault

with audio indications, painted with post office redcolour etc.

M.S fabricated, common base plate, coupling, coupling guard,

foundation bolts etc. as required. suitable cement concrete

foundation duly plasteredand with anti vibration pads.

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

Supplying, installation, testing and commissioning of electric

driven pressurisation pump suitable for

automatic operation and consisting of following, complete in

3 18.3 all respects, as required : (Jockey Pump) Horizontal type,

multistage, centrifugal pump of cast iron body and bronze

impeller with stainless steel shaft, mechanical seal conforming

suitable for operation on 415 volts, 3 phase 50 Hz AC supply

with IP 55 class of protection for enclosure, horizontal foot

mounted type with Class-'F' insulation, conforming to IS : 325.

M.S.fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

Suitable cement concrete foundation duly plastered and with

anti vibration pads.

Supplying, installation, testing and commissioning of electric

driven terrace pump suitable for automatic operation and

consisting of following, complete in all respects, as required:

(Terrace Pump) Horizontal type, multistage, centrifugal, split

casing pump of cast iron body & bronze impeller with

stainlesssteel shaft, mechanical confirming to IS :

4 18.4 1520Suitable HP squirell cage induction motor TEFC type

suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply

with IP55 class of protection for enclosure, horiziontal foot

mounted type with Class-'F' insulation,conforming to IS-325

.M.S.fabricated common base plate, coupling, coupling guard,

foundation bolts etc.as requiredSuitable cement concrete

foundation duly plastered and with anti vibration pads.

Fabrication, supply, Insallation testing & commissioning of

Electrical control panel of cubical construction, floor mounted

type, fabricated out of 2mm thick CRCA

sheet, compartmentalised with hinged lockable doors, dust

5 and vermin proof, powder coated of approved shade after 7

tank treatment process, cable alley, interconnection with

suitable size copper conductor cable/solid copper strip, having

switchgears and accessories, mountings and internal wiring,

earth terminals, numbering etc. complete in all respect,

suitable for main fire pump, pressurisation pump & diesel

pump set complete as per CPWD specification with following

in coming and Outgoings, suitable for operation on 415V, 3

phase, 50Hz Ac Supply with enclosure protection class IP 42

INCOMING 400A, 50kA 4 Pole MCCB, Ics=100% Icu rating

18.5.2 Digital Voltmeter 0-500V with selector switch Digital Ammeter

(0-250 A) with selector swtich & CTs etc.

LED type RYB phase indicating lamps, ON, OFF, trip

ndicating lamps Set of Copper Bus Bar 300A OUTGOING (

Note : All outgoing feeders for pumps should have digital

Ammeter with selector switches, and LED type ON, OFF, trip

indicating lamps)

200 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic

Star/Delta starter suitable for 75 HP pump with overload

protection, current sensing type single phase preventor

complete with all acceessories and internal wiring required for

automatic operation, selector switch for local/remote,

auto/manual/OFF operation.

100 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully

automatic Star/Delta starter with overload protection, current

sensing type single phase preventor complete with all

acceessories and internal wiring

required for automatic operation, selector switch for

local/remote, auto/manual/OFF operation.

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

DIESEL ENGINE CONTROL

Control for diesel engine comprising -

Automatic/Manual selctor switch & 3 attempts starting device,

timers and relays as required, push buttons, start/stop in

manual mode Indicating lamp for high/ Low Lub. Oil pressure,

High Water Temp and Engine on indication Battery charger

suitbale for 12V/24 V DC with boost and trickle selector

switch, 0-30 V DC volt meter, and 0-

20 A DC Ammeter

All standard relays and accessories for automatic operation of

System Controller Designing, Supply, Installation, Testing and

commissioning of system controller to control operation

of main electric fire pump, diesel pump, Pressurization pump, set 1.00 2,87,855.00 2,87,855.00

Terrace pump in sequence as per specification consisting of

relays, timers. Sensors, annunciation

window for fault indication, complete as per

Providing laying, testing & commissioning of 'C' class heavy

duty MS Pipe conforming to IS 1239/3589 i/c fittings like

elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in

6 18.6 ground including welding, excavation & providing cement

concrete blocks as supports, anticorrosive treatment with

coaltar/asphalt tape as per IS 10221, refilling the trench etc.

of following sizes

complete as required.

Providing, laying, testing & commissioning of 'C' class heavy

duty MS pipe conforming to IS 3589/IS 1239

including,Welding, fittings like elbows, tees, flanges, tapers,

7 18.7 nuts bolts, gaskets etc. and fixing the pipe on the

wall/ceiling with suitable clamp/support frame and painting

with two or more coats of synthatic enamel paint of required

shade complete as required :

Supplying and fixing single headed internal hydrant valve

with instantaneous Gunmetal/Stainless Steel coupling of 63

8 18.9 mm dia with cast iron wheel ISI marked conforming to IS 5290

(Type -A) with blank Gunmetal/Stainless Steel cap and chain

18.9.2 Single headed Stainless steel Nos. 1.00 6,139.00 6,139.00

Supplying and fixing Single headed external yard hydrant

valve with 1 No. 63 mm dia instantaneous FM

9 18.10.2 Gunmetal/Stainless Steel coupling and cast iron wheel, ISI

marked, conforming to IS 5290 (type A) with blank

Gunmetal/Stainless Steel cap and chain as required :

18.10.2 Single headed Stainless steel Nos. 1.00 6,139.00 6,139.00

Supplying, fixing, testing and commissioning of butterfly

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

10 18.11 marked complete with nuts, bolts, washers,

gasketsconforming to IS 13095 of following sizes as required :

Supplying, fixing, testing & commissioning of double flanged

sluice valve of rating PN 1.6 with non rising spindle,

11 18.12 bronze/gun metal seat, ISI marked complete with nuts, bolts,

washers, gaskets and conforming to IS 780 of following sizes

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

Supplying and fixing orifice plate made out of 6 mm thick

stainless steel (Grade 304) with orifice of required size to be

12 18.13 fitted between flange & landing valve of external and internal Nos. 1.00 1,321.00 1,321.00

hydrants to reduce pressure at the outlet to the level of 3.5

kg/cm2 complete as required.

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

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

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

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe

with 63 mm dia male and female couplings duly bound with GI

wire, rivets etc. conforming to IS 636 (type-A) as required

18.16.2 Stainless Steel (Grade 304) Nos. 1.00 4,448.00 4,448.00

Supplying and fixing first-aid Hose Reel with MS construction

spray painted in post office red, conforming to IS 884

complete with the following as required. 20 mm nominal

16 18.17 internal dia water hose thermoplastic (Textile reinforced) type -

2 as per IS: 12585 20 mm nominal internal dia gun metal

globe valve & nozzle. Drum and brackets for fixing the

equipmets on wall. Connections from riser with 25 mm dia

stop gun metal valve & M.S. Pipe and socket.

Supplying & fixing 63 mm dia gun metal short branch pipe

with 20 mm nominal internal diameter size nozzle conforming

to IS 903 suitable for instantaneous connection to

interconnect hose pipe coupling as required

18.18.2 Stainless Steel (Grade 304) Nos. 1.00 1,662.00 1,662.00

Supplying and fixing of fire brigade connection of cast iron

body with gun metal male instantaneous inlet couplings

complete with cap and chain as reqd. for suitable dia MS pipe

connection conforming to IS 904 as required

Supplying and fixing air vessel made of 250 mm dia, 8 mm

thick MS sheet, 1200 mm in height with air release valve on

top and flanged connection to riser, drain arrangement with 25

19 18. 20 mm dia gun metal wheel valve with required accessories, set 1.00 18,244.00 18,244.00

pressure gauge and paintingwith synthetic enamel paint of

18.21.4 Concealed sprinkler Nos. - 1,435.00 -

Providing & fixing of pressure switch in M.S. pipe line

including connection etc. as required.

Providing & fixing flow switch in following sizes M.S. pipe

including connection etc as required.

Providing, fixing, testing & commissioning of

installation control valve of cast iron body,

brass/bronze working parts comprising of water motor alarm,

bronze seat clapper, clapper arm and hydraulically driven

22 18.24 mechanical gong bell to sound continuous alarm when the wet

riser/ sprinkler system activates, pressure gauges, emergency

releases, strainer, pressure switch, cock valve complete with

drain valve and bypass, test control box, ball valves, MS pipe

of required size, flanges, orifice plate, gasketetc of follwing

sizes as required :

Providing, installation, testing & commissioning of adjustable

23 18.29 rosette plate for 15mm dia in white finish UL Listed or FM Nos. - 225.00 -

approved complete as required

Providing and fixing of Stainless Steel Fire brigade Suction

24 Hose Coupling (draw out connection) with nut for female Nos. - 18,480.00

coupling as per IS 902-1974 complete.

Cable Tray, Power cabling, End termination work within the

the Fire pump house Lump Sum

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

Design and construction of 200 KL (2 Part) capacity, RCC

Under Ground Tank with suitable foundation Considering

Seismic forces, including supply of all materials, labour, T&P

PAR- etc. as required for proper completion of work. The

2019 earthquake resistant design must be in conformity with

Item -4.5 IS:456, IS:1893, IS:13932 & IS:13920 (latest versions). RCC

P-3 work for water retaining portion should be not less than M-30

(design mix). The work will include submission of detailed

design & drawings and Vetting before starting of the work, as

per direction of client /employer.

Providing and placing on terrace (at all floor levels)

DSR polyethylene water storage tank, ISI : 12701 marked, with

27 Civil cover and suitable locking arrangement and making liter 10,000.00 11.00 1,10,000.00

18.48 necessary holes for inlet, outlet and overflow pipes but without

fittings and the base support for tank.

FIRE EXTINGUISHERS

Providing and fixing carbon-di-oxide fire extinguishers

trolley mounted with all accessories internal discharge

1 AF-1 tube,high pressure discharge hose, discharge nozzle,

suspension bracket, ISI marked as per IS:2878 Finished

externally with red enamel paint and fixed to wall with

brackets complete with internal charge.

Providing and fixing Carbon-di-oxide Fire Extinguishers

consisting of welded M.S cylindrical body, squeeze lever

discharge valve fitted with internal discharge tube. 30cms long

2 AF-2 high pressure discharge hose. Discharge nozzle,suspension - -

bracket, confirming to IS:934 finished externally with red

enamel paint and fixed to wall with brackets with rawl

plug/dash fasteners complete with internal charge. (CCOE

Nagpur Approved clynders)

Providing and fixing of ABC type (Stored Pressure) Fire

3 AF-3 Extinguisher I.S.I marked & T.A.C.approved complete in all - -

Providing & fixing carbon steel Fire man axe with rubber

insulated handle tested to 20000 volts.

Providing and fixing Mechanical foam ( AFFF) Fire

5 AF-5 Extinguisher I.S.I marked & T.A.C.approved complete in all - -

Providing and Fixing of self illuminated /auto glow Exit

signs printed on photoluminescent sheet containing self

6 AF-6 illuminated base chemical,of appropriate size not less than Nos. 8.00 8,858.08 70,864.64

400x150mm,suspended from ceilling or fixed to the walls with

accessories as riquired and as directed at site.

Fixed clean agent gas based fire supression units 30 kg with

30 metrs Heat sensitive pipe Cease fire brand

19.0 SUMP WORK

Providing orange colour safety foot rest of minimum 6 mm

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

steel bar conforming to IS: 1786, having minimum cross

section as 23 mmx25 mm and over all minimum length 263

mm and width as 165 mm with minimum 112 mm space

between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate

19.16 anchoring projections on tail length on 138 mm as per Each 16.00 553.70 8,859.20

standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having

manufacture’s permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15

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

graded stone aggregate 20 mm nominal size) complete as per

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

19.19.3.1 and frame of required shape and approved quality. H D - 20, Each 2.00 1,675.70 3,351.40

Circular shape 560 mm internal diameter

Digitally signed by JAYA

Non-Schedule Scheduled Non Schedule

S.NO DSR NO. DESCRIPTION OF ITEM Unit Qty. Schedule Rate

Rate Amount Amount

Providing and applying of swellable type water stop tape, 19

mm x 25 mm thick in linear metre (expansive nature) for

construction joints treatment of RCC structure such as raft

slab, retaining walls, water storage tank and at the junctions

of raft slab with the retaining walls etc.. After cleaning the

surface, one coat of required primer for swellable water stop

tape shall be applied throughout the length of the joint @3.78

litre per 240 running metre. Over the primed surface swellable

type water stop tape shall be placed. The work shall be

carried out all complete as per specification and the direction

of the engineer-In-Charge. The product performance shall

carry guarantee for 10 years against any leakage.

Providing and laying APP (Atactic Polypropylene Polymer)

modified prefabricated five layer 3 mm thick water proofing

membrane, black finished reinforced with non-woven

polyester matt consisting of a coat of bitumen primer for

bitumen membrane @ 0.40 litre/sqm by the same membrane

manufacture of density at 25°C, 0.87-0.89 kg/ litre and

viscocity 70-160 cps. Over the primer coat the layer of

membrane shall be laid using Butane Torch and sealing all

joints etc, and preparing the surface complete. The vital

14.91 physical and chemical parameters of the membrane shall be

as under : Joint strength in longitudinal and transverse

direction at 23°C as 650/ 450N/ 5cm. Tear strength in

longitudinal and transverse direction as 300/250N. Softening

point of membrane not less than 150°C. Cold flexibility shall

be upto -2°C when tested in accordance with ASTM, D -

5147. The laying of membrane shall be got done through the

authorised applicator of the manufacturer of membrane :

Extra for covering top of membrane with Geotextile, 120 gsm

non woven, 100% polyester of thickness 1 to 1.25 mm

14.92 bonded to the membrane with intermittent touch by heating Sqm 29.53 88.90 2,625.22

the membrane by Butane Torch as per manufactures

recommendation.

TOTAL SUMP WORK 43,443.12

Digitally signed by JAYA

BOQ for " Construction of Academic Block of Delhi Public School ,CISF Barracks and other associated infrastructure for Shifting of Senior DPS(Senior Wing) & CISF

Colony inside the Premises of Nalco Nagar,Angul,Odisha

Electrical Works

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

A. Point Wiring

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

1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single

DSR-2025- core cable in surface/ recessed medium class PVC conduit, with

1.10 modular switch, modular plate, suitable GI box and earthing the

point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor

single core cable etc. as required.

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

point/ call bell point ( without independent switch etc.) with 1.5 sq.

DSR-2025- mm FRLS/HFFR PVC insulated copper conductor single core cable

1.55 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

Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC

insulated copper conductor single core cable in surface / recessed

7 medium class PVC conduit, 2way modular switch, modular plate, Point 200.00 1,803.00 - 3,60,600.00

suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR

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

Wiring for circuit/ submain wiring along with earth wire with the

DSR-2025- following sizes of FRLS/HFFR PVC insulated copper conductor,

1.14 single core cable in surface/ recessed medium class PVC conduit

Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC

insulated copper conductor single core cable in surface/ recessed

16 medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR Meter 400.00 373.00 - 1,49,200.00

PVC insulated copper conductor single core cable for loop earthing

Wiring for light/ power plug with 4X4 sq. mm FRLS/HFFR PVC

insulated copper conductor single core cable in surface/ recessed

18 medium class PVC conduit along with 2 Nos. 4 sq. mm Meter 250.00 587.00 - 1,46,750.00

FRLS/HFFR PVC insulated copper conductor single core cable for

loop earthing as required.

Supplying and fixing following modular switch/ socket on the existing

20 modular plate & switch box including connections but excluding -

modular plate etc. as required

21 3 pin 5/6 A socket outlet Each 250.00 136.00 - 34,000.00

25 Telephone socket outlet Each 250.00 168.00 - 42,000.00

DSR-2025- Supplying and fixing following Modular base & cover plate on

1.28 existing modular metal boxes etc. as required

Digitally signed by JAYA

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

Supplying and fixing following size/ modules, GI box along with

36 modular base & cover plate for modular switches in recess etc. as -

DSR-2025- Supplying and fixing modular blanking plate on the existing modular

1.26 plate & switch box excluding modular plate as required

Supplying and fixing suitable size GI box with modular plate and

DSR-2025- cover in front on surface or in recess, including providing and fixing

1.31 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,

connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and

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

48 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular Each 200.00 757.00 - 1,51,400.00

switch, connections etc. as required. (For light plugs to be used in

non residential buildings).

Supplying and fixing suitable size GI box with modular plate and

DSR-2025- cover in front on surface or in recess, including providing and fixing

1.32 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular

switch, connections etc. as required.

Supplying & fixing suitable size GI box with modular plate and cover

DSR-2025- in front on surface or in recess including providing and fixing 25 A

1.57 modular socket outlet and 25 A modular SP MCB, "C" curve

including connections, painting etc. as required.

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet,

with 2 pole and earth, metal enclosed plug top along with 20 A "C"

54 curve, SP, MCB, in sheet steel enclosure, on surface or in recess, Each 50.00 1,806.00 - 90,300.00

with chained metal cover for the socket out let and complete with

connections, testing and commissioning etc. as required.

Supplying and fixing 30 A, 415 V, TPN Industrial type socket outlet,

with 4 pole and earth, metal enclosed plug top along with 30 A "C"

56 curve, TPMCB, in sheet steel enclosure, on surface or in recess, Each 50.00 4,358.00 - 2,17,900.00

with chained metal cover for the socket out let and complete with

connections, testing and commissioning etc. as required.

DSR-2025- Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction

1.33 box/ wooden block including connections etc. as required.

DSR-2025- Supplying and fixing brass batten/ angle holder including connection

1.34 etc. as required.

DSR-2025- Supplying and fixing call bell/ buzzer suitable for single phase, 230

1.38 V, complete as required.

Supplying and fixing of following sizes of medium class PVC conduit

DSR-2025- along with accessories in surface/recess including cutting the wall

1.21 and making good the same in case of recessed conduit as

69 Total of Sub Head Point Wiring - 71,61,144.00

71 B. Distribution Boards -

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

steel, MCB distribution board, 240 V, on surface/ recess, complete

73 DSR-2025-2.3 with tinned copper busbar, neutral bus bar, earth bar, din bar, - -

interconnections, powder painted including earthing etc. as

required. (But without MCB/RCCB/Isolator)

Digitally signed by JAYA

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 V, on surface/

77 DSR-2025-2.4 recess, complete with tinned copper bus bar, neutral bus bar, earth - -

bar, din bar, interconnections, powder painted including earthing

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

Supplying and fixing of following ways surface/ recess mounting,

vertical type, 415 V, TPN MCB distribution board of sheet steel,

dust protected, duly powder painted, inclusive of 200 A tinned

81 DSR-2025-2.5 copper bus bar, common neutral link, earth bar, din bar for - -

mounting MCBs (but without MCBs and incomer ) as required .

(Note : Vertical type MCB TPDB is normally used where 3 phase

outlets are required.)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C"

DSR-2025- curve, miniature circuit breaker suitable for inductive load of

2.10 following poles in the existing MCB DB complete with connections,

testing and commissioning etc. as required.

Supplying and fixing following rating 415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles

in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing following rating, double pole, 240V, isolator in

93 the existing MCB DB complete with connections, testing and - -

commissioning etc. as required.

Supplying and fixing following rating, four pole, 415 V, isolator in the

96 existing MCB DB complete with connections, testing and - -

commissioning etc. as required.

Providing and fixing following rating and breaking capacity and pole

MCCB with thermomagnetic release and terminal spreaders in

100 DSR-2025-2.2 existing cubicle panel board including drilling holes in cubicle panel, - -

making connections, Ics=100% Icu and Operational Voltage 690V

etc. as required.

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

DSR-2025- neutral), 240 V, residual current circuit breaker (RCCB), having a

2.14 sensitivity current 30mA in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

DSR-2025- Supplying and fixing single pole blanking plate in the existing MCB

2.11 DB complete etc. as required.

Supplying and fixing TP sheet steel enclosure on surface/ recess

109 along with 16/25/32 A 415 V "C" curve TP MCB complete with Each 50.00 1,707.00 - 85,350.00 -

connections, testing and commissioning etc. as required

Supplying and fixing FP sheet steel enclosure on surface/ recess

111 NSR along with 40A,30mA Four Pole RCBO complete with connections, Each 20.00 6,205.39 - 1,24,107.85

testing and commissioning etc. as required

Digitally signed by JAYA

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

Supplying and fixing FP sheet steel enclosure on surface/ recess

113 NSR along with 63A,30mA Four Pole RCBO complete with connections, Each 20.00 7,118.47 - 1,42,369.44

testing and commissioning etc. as required

115 Total of Sub Head Distribution Boards - 12,94,200.00 6,02,454.99

117 C. Light Fixtures and Fans -

LED Down lighter (SMD Type) (System lumen efficacy ≥ 105 < 120

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,

frequency 50/60 hz, Operating temp range -50C to 400C, 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 confirming to relevant BIS standards. 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 required with Minimum 5 year OEM warranty.

System lumen efficacy ≥105 and <120 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-in-Charge as per requirement. (Thermal management:

heat sink of aluminium housing such that LED junction temperature

shall not rise above 90°C) owder coated die cast /Extruded

aluminium Body including trim.

125 DSR-2025-8.6 LED Panel light 2x2 ft. (System lumen efficacy ≥105 <120 lm/Watt) - -

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 as per LM80 extrapolation IES TM-21-11

report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin),

SDCM(Standard Deviation Colour Matching) <3, Maximum power

126 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 required with

Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120

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-in-Charge as per requirement.

(Thermal management: heat sink of aluminium housing such that

LED junction temperature shall not rise above 90°C).

Powder coated die cast /Extruded aluminium Body (Thickness >

130 DSR-2025-8.9 LED Batten light (System lumen efficacy ≥105 <120 lm/Watt) - -

Digitally signed by JAYA

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

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,

frequency 50/60 hz, Operating temp range -5 °C to 40 °C, 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 /6500°K

(As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3,

131 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 required with Minimum 5 year OEM

warranty. System lumen efficacy ≥105 <120 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 as per requirement. (Thermal management:

heat sink of aluminium housing such that LED junction temperature

shall not rise above 90°C).

Powder coated die cast /Extruded aluminium Body (Thickness >

DSR-2025- LED Flood Light, powder coated pressure die cast aluminium

8.15 (System lumen efficacy ≥105 <120 lm/Watt)

Supplying, Installation, Testing & Commissioning of Flood Light,

powder coated pressure die cast aluminium body with built in or

separate driver as per the requirement with Driver efficiency >85%,

Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz,

Operating temp range -5°C to 50 °C, internal surge protection of 5

KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD <

10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI>70, under

voltage and over voltage protection, EMI-EMC as per CISPR -15,

lenses for beam angle 30 deg-120deg as per the application and

the project requirement., suitable tilt able fitting, life time (LED,

Driver & electrical circuitry) of minimum 50000 Burning Hours with

70% of initial Lumen maintained till life ends as per LM80

extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K

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

Maximum power consumption should not more than the specified

rating and Fixture shall be of relevant BIS standard 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 ≥105 <120 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 as

per requirement. (Thermal management: heat sink of aluminium

housing such that LED junction temperature shall not rise above

140 DSR-2025-9.2 Brush Less Direct Current (BLDC) Fan without Remote - -

Supply, Installation, Testing and Commissioning of ceiling fan with

Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3

nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos.

canopies, shackle kit, safety rope, copper winding, steel/Al body

Power Factor not less than 0.9, Service Value (CM/M/W) minimum

as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total

Harmonic Distortion) less than 10%, suitable for operation with

regulator for speed control and all remaining accessories including

safety pin, nut bolts, washers, temperature rise=75 0C (max.),

insulation resistance more than 2 mega ohm, suitable for 230 V, 50

Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019

fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC

insulated copper conductor single core cable and earthing etc. as

DSR-2025- 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min

9.2.2 (Minimum)

DSR-2025- 1400mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245 CM/Min

9.2.4 (Minimum)

Supply, Installation, Testing and Commissioning of 300mm dia,

145 NSR 1400 rpm, Grey colour industrial exhaust fan complete with Each 5.00 4,665.44 - 23,327.21

connections, testing and commissioning etc. as required

Digitally signed by JAYA

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

147 Total of Sub Head Light Fixtures and Fans - 6,21,383.00 23,327.21

149 D. Cable Tray -

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

two numbers GI Suspenders i/c base of suitable size GI angle, GI

bolts & nuts, fastner etc as required

152 100 mm width X 50 mm depth X 1.6 mm thickness Meter 100.00 754.00 - 75,400.00

153 150 mm width X 50 mm depth X 1.6 mm thickness Meter 200.00 803.00 - 1,60,600.00

154 300 mm width X 50 mm depth X 1.6 mm thickness Meter 170.00 1,062.00 - 1,80,540.00

155 600 mm width X 62.5 mm depth X 2.0 mm thickness Meter 100.00 2,064.00 - 2,06,400.00

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray "bends" (galvanisation not less than 50

microns) with perforation not more than 17.5%, in convenient

sections, joined with connectors, suspended from the ceiling with

two numbers GI Suspenders i/c base of suitable size GI angle, GI

bolts & nuts, fastner etc as required.

158 100 mm width X 50 mm depth X 1.6 mm thickness Each 200.00 1,252.00 - 2,50,400.00

159 150 mm width X 50 mm depth X 1.6 mm thickness Each 200.00 1,368.00 - 2,73,600.00

160 300 mm width X 50 mm depth X 1.6 mm thickness Each 200.00 1,977.00 - 3,95,400.00

161 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 200.00 3,966.00 - 7,93,200.00

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray "Tee" (galvanisation not less than 50

microns) with perforation not more than 17.5%, in convenient

sections, joined with connectors, suspended from the ceiling with

two numbers GI Suspenders i/c base of suitable size GI angle, GI

bolts & nuts, fastner etc as required.

164 100 mm width X 50 mm depth X 1.6 mm thickness Each 4.00 1,427.00 - 5,708.00

165 150 mm width X 50 mm depth X 1.6 mm thickness Each 8.00 1,486.00 - 11,888.00

166 300 mm width X 50 mm depth X 1.6 mm thickness Each 8.00 2,294.00 - 18,352.00

167 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 3.00 5,084.00 - 15,252.00

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray "Cross member" (galvanisation not less

than 50 microns) with perforation not more than 17.5%, in

convenient sections, joined with connectors, suspended from the

ceiling with two numbers GI Suspenders i/c base of suitable size GI

angle, GI bolts & nuts, fastner etc as required

170 100 mm width X 50 mm depth X 1.6 mm thickness Each 1.00 1,427.00 - 1,427.00

171 150 mm width X 50 mm depth X 1.6 mm thickness Each 1.00 1,486.00 - 1,486.00

172 300 mm width X 50 mm depth X 1.6 mm thickness Each 2.00 2,513.00 - 5,026.00

173 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 2.00 5,000.00 - 10,000.00

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray "Reducer" (galvanisation not less than

DSR-2025- 50 microns) with perforation not more than 17.5%, in convenient

4.10 sections, joined with connectors, suspended from the ceiling with

two numbers GI Suspenders i/c base of suitable size GI angle, GI

bolts & nuts, fastner etc as required.

176 100 mm width X 50 mm depth X 1.6 mm thickness Each 1.00 1,771.00 - 1,771.00

177 150 mm width X 50 mm depth X 1.6 mm thickness Each 1.00 2,049.00 - 2,049.00

178 300 mm width X 50 mm depth X 1.6 mm thickness Each 4.00 2,991.00 - 11,964.00

179 600 mm width X 62.5 mm depth X 2.0 mm thickness Each 2.00 5,567.00 - 11,134.00

181 Total of Sub Head Cable Tray - 24,31,597.00

183 E. Earthing -

Digitally signed by JAYA

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including

accessories, and providing masonry enclosure with cover plate

having locking arrangement and watering pipe etc. with charcoal/

coke and salt as required.

Supplying and laying 6 SWG G.I. wire at 0.50 Meter below ground

187 DSR-2025-5.7 level for conductor earth electrode, including connection/ Meter 6.00 62.00 - 372.00

termination with GI thimble etc. as required

DSR-2025- Providing and fixing 25 mm X 5 mm G.I. strip on surface or in

5.15 recess for connections etc. as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for

191 loop earthing along with existing surface/ recessed conduit/ Meter 30.00 50.00 - 1,500.00

submain wiring/ cable as required.

193 Total of Sub Head Earthing - 32,021.00

195 F. Lightning Protection System -

Providing and fixing of lightning conductor finial, made of 25 mm dia

300 mm long, G.I. tube, having single prong at top, with 85 mm dia

6 mm thick G.I. base plate including holes etc. complete as

Fixing of lightning conductor finial (single prong) with base plate

including holes etc. complete as required.

Jointing copper / G.I. tape (with another copper/ G I tape, base of

201 DSR-2025-6.3 the finial or any other metallic object) by riveting / nut bolting/ Each 10.00 139.00 - 1,390.00

sweating and soldering etc as required.

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or

203 DSR-2025-6.6 surface of wall for lightning conductor complete as required.(For Meter 672.00 148.00 - 99,456.00

horizontal run)

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or

205 DSR-2025-6.7 surface of wall for lightning conductor complete as required.(For Meter 28.00 238.00 - 6,664.00

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I.

207 strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and Each 14.00 238.00 - 3,332.00

spring washers etc. complete as required.

DSR-2025- Providing and laying G.I. tape 32 mm X 6 mm from earth electrode

6.11 directly in ground as required.

Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including

accessories, and providing masonry enclosure with cover plate

having locking arrangement and watering pipe etc. with charcoal/

coke and salt as required.

213 Total of Sub Head Lightning Protection System - 2,56,354.00

215 G. Cable and Terminations -

Laying of one number PVC insulated and PVC sheathed / XLPE

217 power cable of 1.1 KV grade of following size in the existing RCC/ -

HUME/ METAL pipe as required.

219 Above 35 sq. mm and upto 95 sq. mm Meter 2.50 72.00 - 180.00

220 Above 95 sq. mm and upto 185 sq. mm Meter 8.50 97.00 - 824.50

221 Above 185 sq. mm and upto 400 sq. mm Meter 1.00 170.00 - 170.00

Laying of one number PVC insulated and PVC sheathed / XLPE

223 power cable of 1.1 KV grade of following size in the existing -

masonry open duct as required.

225 Above 35 sq. mm and upto 95 sq. mm Meter 10.00 58.00 - 580.00

226 Above 95 sq. mm and upto 185 sq. mm Meter 34.00 80.00 - 2,720.00

227 Above 185 sq. mm and upto 400 sq. mm Meter 8.00 146.00 - 1,168.00

Laying and fixing of one number PVC insulated and PVC sheathed /

229 XLPE power cable of 1.1 KV grade of following size on cable tray -

230 Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 55.00 53.00 - 2,915.00

Digitally signed by JAYA

Scheduled Scheduled Non-Schedule

Sr.No. DSR/NSR Description Unit Quantity Schedule

Rate Amount Amount

DSR-2025- Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS

10.8.2 flat clamp)

DSR-2025- Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm

10.8.3 MS flat clamp)

DSR-2025- Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm

10.8.4 MS flat clamp)

Supplying and fixing cable route marker with 10 cm X 10 cm X 5

DSR-2025- mm thick G.I. plate with inscription there on, bolted /welded to 35

10.10 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in

ground as required.

Supplying and making end termination with brass compression

DSR-2025- gland and aluminium lugs for following size of PVC insulated and

11.1 PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade

248 Supply of MV Cable -

Supply, following sizes of PVC sheathed XLPE insulated

249 MR-05 Aluminium/Copper conductor power multicore armoured cable of -

250 MR-05.1 3 X 10 sq. mm Copper Meter 20.00 658.53 -

251 MR-05.2 3½ X 50 sq. mm Aluminium Meter 20.00 236.50 -

252 MR-05.3 3½ X 95 sq. mm Aluminium Meter 5.00 415.70 -

253 MR-05.4 3½ X 120 sq. mm Aluminium Meter 5.00 523.34 -

254 MR-05.5 3½ X 185 sq. mm Aluminium Meter 80.00 774.72 -

255 MR-05.6 3½ X 300 sq. mm Aluminium Meter 25.00 1,205.30 -

256 MR-05.7 4 X 10 sq. mm Copper Meter 30.00 854.82 -

260 Total of Sub Head Cable and Terminations - 1,65,826.00

DSR-2025- Online UPS- Input supply: Three Phase, Output supply: Three

Supplying, installation, Testing & Commissioning of following

capacity at full load (Unity Power Factor) at operating temperature 0

to 40 0C, Relative humidity 0 to 95%, Online double conversion true

sine wave Uninterrupted hot swapable (allow for the replacement or

addition of battery modules without shutting down the entire system)

modular Power Supply (UPS) system with N+1 modules (N denotes