Construction of Court Complex at Laksar Haridwar Uttarakhand

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SUMMARY OF ESTIMATED COST PUT TO TENDER

Amount Total Amount

Amount Total Amount

S.No. Description as per PWD (DSR 2018 +

as per DSR 2018 as per NSR

SOR PWD SOR+ NSR)

1 Civil/Interior Works & External Development 13,35,48,387.20 57,58,337.51 9,99,858.94 14,03,06,583.65

Add labour Cess on Electrical and Lift Cost 66,479.11 - 1,47,831.07 2,14,310.18

Add Extra For Implication of additional GST @

6.33% Effective From 18 July, 2022 , Based on

CPWD Circular Dated 10/08/2022 + 18 % ON PWD

Signature of Bidder Page 1 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SUMMARY OF COST - CIVIL WORKS

Total DSR-2018 +

DSR-2018 PWD SOR

SL.NO. DESCRIPTION NSR-Amount PWD SOR + NSR

5 MARBLE & GRANITE WORK 2,15,136.20 - - 2,15,136.20

12 EXTERNAL DEVELOPMENT 1,46,74,399.75 - - 1,46,74,399.75

Signature of Bidder Page 2 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

1.0 SUB HEAD-I :- EARTH WORK

Carriage of good earth by mechanical transport

including loading, unloading and stacking

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5 m in width as well as 10

sqm on plan) including disposal of excavated earth, lead

upto 50m and lift upto 1.5m, disposed earth to be

levelled and neatly dressed.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

1.3 2.25 exceeding 20cm in depth, consolidating each deposited cum 706.80 219.65 - 1,55,248.62 -

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

Clearing grass and removal of the rubbish upto a

1.4 2.32 distance of 50 m outside the periphery of the area sqm - 6.40 - - -

Supplying chemical emulsion in sealed containers

including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 408.48 200.85 - 82,042.20 -

Signature of Bidder Page 3 of 127 Signature of NBCC

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BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Diluting and injecting chemical emulsion for POST-

1.6 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

2.35.3 drilling 12 mm diameter holes and plugging with cement

mortar 1 :2 (1 cement : 2 Coarse sand) to match the

existing floor :

With Chlorpyriphos/Lindane E.C. 20% with 1%

Supplying and filling in plinth with sand under floors,

1.7 2.27 including watering, ramming, consolidating and dressing cum 326.78 1,953.05 - 6,38,217.68 -

EARTH WORK SUB HEAD TOTAL - 14,60,704.80 -

2.0 SUB HEAD-II :- CONCRETE WORKS

Providing and laying in position cement concrete of

2.1 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

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

stone aggregate 20 mm nominal size).

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

stone aggregate 40 mm nominal size)

Signature of Bidder Page 4 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Making plinth protection 50mm thick of cement

concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6

graded stone aggregate 20 mm nominal size) over 75mm

2.2 4.17 thick bed of dry brick ballast 40 mm nominal size, well sqm 236.90 614.05 - 1,45,468.45 -

rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing &

finishing the top smooth.

Precasting and placing in position 125 mm dia Bollards

600 mm high of required shape including providing

M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard

and M.S. Pipes 40 mm dia and 450mm long with

150x150x6mm M.S. plate welded at bottom and

embedded 150mm in cement concrete 1:3:6 (1 Cement :

3 coarse sand (zone-III) : 6 graded stone aggregate 20

mm nominal size), including necessary excavation of

size 250x250x450mm deep for the same in

bitumen/concrete pavement at specified spacing.

CONCRETE WORK SUB HEAD TOTAL 19,15,146.66 -

SUB HEAD-III :- REINFORCED CEMENT

Centering and shuttering including strutting, propping

etc. and removal of form for :

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

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Signature of Bidder Page 5 of 127 Signature of NBCC

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BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and

f) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 1,097.42 733.70 - 8,05,173.53 -

g) 5.9.7 Stairs, (excluding landings) except spiral-staircases sqm 161.00 622.35 - 1,00,198.35 -

h) 5.9.16 Edges of slabs and breaks in floors and walls.

i) 5.9.19 Weather shade, chajjas, corbels etc. Including edges. sqm 281.00 766.75 - 2,15,456.75 -

Extra for additional height in centering, shuttering where

ever required with adequate bracing, propping etc.

3.2 5.11 including cost of de-shuttering and decentering at all

levels, over a height of 3.5 m, for every additional height

of 1 metre or part thereof (Plan area to be measured)

Suspended floors, roofs, landing, beams and balconies

(Plan area to be measured).

3.3 STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

3.3.1 straightening, cutting,bending, placing in position and

binding all complete upto plinth level.

Signature of Bidder Page 6 of 127 Signature of NBCC

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BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

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

Steel reinforcement for R.C.C. work including

3.3.2 5.22A straightening, cutting, bending,placing in position and

binding all complete above plinth level.

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

Add for plaster drip course/ groove in plastered surface

or moulding to R.C.C. projections.

Providing and laying in position machine batched and

machine mixed design mix M-25 grade cement concrete

for reinforced cement concrete work, using cement

content as per approved design mix, including pumping

of concrete to site of laying but excluding the cost of

centering, shuttering, finishing and reinforcement,

3.5 5.33 including admixtures in recommended proportions as

per IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and

durability as per direction of Engineer-in-charge.“(Note

:- Cement content considered in this item is @ 330

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

payable/recoverable separately).

a) 5.33.1 All works upto plinth level cum 972.72 7,997.30 - 77,79,148.05 -

b) 5.33.2 All works above plinth level upto floor V level cum 902.06 9,400.85 - 84,80,154.78 -

3.6 5.34 Extra for providing richer mixes at all floor levels.

Note : Excess/less cement over the specified cement

content used is payable/recoverable separately).

Signature of Bidder Page 7 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

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

5.34.1 BMC/RMC. (Note : cement content considered in M-30 cum 1,874.78 69.75 - 1,30,766.21 -

is @ 340kg/cum).

Boring with hydraulic piling rigs with power units,

Providing and installing cast in situ single under reamed

piles of specified diameter and length below pile cap in

M-25 cement concrete, to carry a safe working load not

less than specified, excluding the cost of steel

reinforcement but including the cost of boring with

bentonite solution and the length of the pile to be

embedded in pile cap etc. all complete. (Length of pile

for payment shall be measured upto to the bottom of pile

Extra over single under ream for providing additional

3.8 20.4 bulbs in under reamed piles ,under specified diameter.

(only the nos. of extra bulbs are to be paid)

Vertical load testing of piles in accordance with IS 2911

(Part IV) including installation of loading platform by

Kentledge/Anchor piles method and preparation of pile

head or construction of test cap and dismantling of test

cap after test etc. complete as per specification & the

direction of Engineer in-charge.

Note: 1. Initial and Routine Load Test shall not be

carried out by Dynamic method of testing.

Note: 2. Testing agency shall submitt the design of

loading platform for the approval of Engineer-in-charge.

Signature of Bidder Page 8 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

20.6.1 Single pile upto 50 tonne Safe capacity

20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity) per test 240.00 53,517.50 - 1,28,44,200.00 -

3.10 20.6.3 Group of two or more piles upto 50 tonne Safe capacity

20.6.3.1 Initial test (Test Load 2.5 times the Safe capacity) per test 240.00 66,896.90 - 1,60,55,256.00 -

R.C.C.WORK SUB HEAD TOTAL 8,50,44,994.32 -

4.0 SUB HEAD-IV :- BRICK WORK

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

4.1 6.1 modular) bricks of class designation 7.5 in foundation

6.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 115.00 6,376.25 - 7,33,268.75 -

Brick work with non modular fly ash lime bricks (FALG

Bricks) conforming to IS:12894-2002, class designation

10 average compressive strength in super structure

above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 1,224.00 7,280.70 - 89,11,576.80 -

HALF BRICK MASONRY

Half brick masonry with non modular fly ash lime

Gypsum bricks (FALG bricks) class designation 10,

conforming to IS : 12894, in super structure above

plinth and upto floor V level.

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 363.00 941.50 - 3,41,764.50 -

Extra for providing and placing in position 2 Nos 6mm

4.4 6.15 dia. M.S. bars at every third course of half brick sqm 363.00 80.10 - 29,076.30 -

Signature of Bidder Page 9 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

BRICK WORK SUB HEAD TOTAL 1,00,15,686.35 -

5.0 SUB HEAD-V :- MARBLE & GRANITE WORK

Providing and fixing 18mm thick gang saw cut mirror

polished premoulded and prepolished) machine cut for

kitchen platforms, vanity counters, window sills , facias

and similar locations of required size of approved shade,

colour and texture laid over 20mm thick base 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

8.2.2 Granite of any colour and shade

Extra for providing edge moulding to 18mm thick

marble stone counters, Vanities etc. including machine

5.2 8.3 polishing to edge to give high gloss finish etc.

complete as per design approved by Engineer-in-

Extra for fixing marble /granite stone over and above

corresponding basic item, in facia and drops of width

upto 150 mm with epoxy resin based adhesive including

cleaning etc. complete.

Signature of Bidder Page 10 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Extra for providing opening of required size & shape for

wash basins/ kitchen sink in kitchen platform, vanity

counters and similar location in marble/Granite/stone

work including necessary holes for pillar taps etc.

including rubbing and polishing of cut edges etc.

MARBLE & GRANITE SUB HEAD TOTAL 2,15,136.20 -

6.0 SUB HEAD-VI :- DOOR & WINDOW WORK

Providing and fixing ISI marked flush door shutters

conforming to IS: 2202 (Part I) non-decorative type,

core of block board construction with frame of 1st class

hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face

veneers on both faces of shutters :

35 mm thick including ISI marked Stainless Steel butt

hinges with necessary screws.

Extra for providing lipping with 2nd class teak wood

battens 25 mm minimum depth on all edges of shutters

(over all area of door shutter to be measured) over item

Extra for providing vision panel not exceeding 0.1 sqm

6.3 9.24 in all type of flush doors (cost of glass excluded)

(overall area of door shutter to be measured) :

9.24.1 Rectangular or square. sqm 138.18 173.95 - 24,036.41 -

Signature of Bidder Page 11 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing & Fixing decorative high pressure laminated

sheet of plain / wood grain in gloss / matt / suede finish

with high density protective surface layer and reverse

side of adhesive bonding quality conforming to IS :

2046 Type S, including cost of adhesive of approved

Providing and fixing fire resistant door frame of section

50 x 60mm on horizontal side & 35 x 60 mm on vertical

sides having built in rebate made out of 1.6 mm thick GI

sheet ( Zinc coating not less than 120gm/m²) suitable for

mounting 120 min Fire Rated Glazed Door Shutters. The

frame shall be filled with Mineral wool Insulation

having density min 96Kg/m³ . The frame will have a

provision of G.I. Anchor fastners 14 nos ( 5 each on

vertical style & 4 on horizontal style of size M10 x 80 )

suitable for fixing in the opening along with Factory

made Template for SS Ball Bearing Hinges of Size

100x89x3mm for fixing of fire rated glazed shutter. The

frame shall be finished with a approved fire resistant

primer or Powder coating of not less than 30 micron in

desired shade as per the directions of Engineer - in-

charge . (Cost of SS ball bearing hinges is excluded).

Signature of Bidder Page 12 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing and fixing 60 mm thick glazed fire resistant

door shutters of 120 min Fire Rating confirming 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 vertical

styles, top rail & side rail 60 mm x 60 mm wide and

bottom rail of 110 mm x 60 mm made out of 1.6mm

6.6 9.162 thick G.I. sheet (zinc coating not less than 120gm/m²) sqm 15.12 8,379.30 - 1,26,695.02 -

duly filled mineral wool insulation having density min

96 kg/m³ and fixing with necessary stainless steel ball

bearing hinges of size 100x89x3mm of approved make,

including applying a coat of approved fire resistant

primer or powder coating not less than 30 micron etc all

complete as per direction of Engineer-in-charge

(panelling to be paid for seperately).

Providing and fixing glazing in fire resistant door

shutters, fixed panels & partitions etc., with G.I. beading

made out of 1.6 mm thick G.I. sheet (zinc coating not

less than 120 gm/m²) of size 20 x 33 mm screwed with

M4 x 38 mm SS screws at distance 75 mm from the

edges and 150 mm c/c , including applying a coat of

approved fire resistant primer/powder coating of not less

than 30 micron on G.I. beading, & special ceramic tape

of 5 x 20 mm size etc complete in all respect as per NBC

2016, IS 16231 (Part 3):2016 and as per direction of

Engineer-incharge with glass of required thickness

having 120 minutes of fire resistance both integrity &

radiation control (EW120) and minimum 20minutes of

insulation (EI20).

Signature of Bidder Page 13 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

The manufacturer have to give test report/certification of

fire glass and the glass should have the stamp showing

the value of E, EW & EI. The glass shall be tested in

approved NABL accredited lab or by any other

accreditation body which operates in accordance with

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

for testing and calibration scopes shall be eligible. The

maximum glazing size shall not be more than

1100x2200 mm (w x h) or 2.42 sqm.

Providing and fixing panic bar / latch (Double point)

fitted with a single body, Trim Latch & Lock on back

6.8 9.139 side of the Panic Latch of reputed brand and nos 6.00 7,134.85 - 42,809.10 -

manufacture to be approved by the Engineer- in- charge,

HARDWARES FITTINGS FOR WOODEN DOOR

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 :

Signature of Bidder Page 14 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing and fixing aluminum die cast body tubular

type universal hydraulic door closer (having brand logo

6.11 9.84 with ISI, IS : 3564, embossed on the body, door weight each 55.00 851.60 - 46,838.00 -

upto 35 kg and door width upto 700 mm) with necessary

accessories and screws etc. complete.

Providing and fixing aluminium pull bolt lock, ISI

marked, anodised (anodic coating not less than grade

6.12 9.98 AC 10 as per IS : 1868) transparent or dyed to required each 40.00 85.95 - 3,438.00 -

colour and shade, with necessary screws bolts, nut and

washers etc. complete.

Providing and fixing 50 cm long aluminium kicking

plate of size 100x3.15 mm, anodised (anodic coating not

6.13 9.99 less than grade AC 10 as per IS : 1868) transparent or each 244.00 211.75 - 51,667.00 -

dyed to required colour or shade, with necessary screws

Providing and fixing aluminum handles ISI marked

anodised (anodic coating not less than grade AC 10 as

9.14 9.100 per IS:1868) transparent or dyed to required colour or

shade or powder coated( minimum thickness 50 micron

aluminum)with necessary screws etc. complete :

Signature of Bidder Page 15 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing and fixing aluminium hanging floor door

stopper, ISI marked, anodised (anodic coating not less

6.15 9.101 than grade AC 10 as per IS : 1868) transparent or dyed

to required colour and shade, with necessary screws etc.

9.101.2 Twin rubber stopper each 129.00 62.05 - 8,004.45 -

Providing and fixing bright finished brass 100 mm

mortice latch and lock, ISI marked, with six levers and a

6.16 9.103 pair of anodised (anodic coating not less than grade AC each 60.00 748.65 - 44,919.00 -

10 as per IS : 1868) aluminium lever handles of

approved quality with necessary screws etc. complete.

Providing and fixing double action hydraulic floor

spring of approved brand and manufacture conforming

to IS : 6315, having brand logo embossed on the body /

plate with double spring mechanism and door weight

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

embedding in floors as required and making good the

same matching to the existing floor finishing and cover

plates with brass pivot and single piece M.S. sheet outer

box with slide plate etc. complete as per the direction of

Engineer-in-charge.

With stainless steel cover plate minimum 1.25 mm

WOOD AND PVC WORK SUB HEAD TOTAL - 18,69,000.21 -

7.0 SUB HEAD-VII :- STEEL WORK

Signature of Bidder Page 16 of 127 Signature of NBCC

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BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Structural steel work riveted, bolted or welded in built

up sections, trusses and framed work, including cutting,

7.1 10.2 hoisting, fixing in position and applying a priming coat kg 1,000.00 101.75 - 1,01,750.00 -

of approved steel primer all complete.

Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using

structural steel etc. as required.

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

gates and similar works

Signature of Bidder Page 17 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing and Fixing of Multi cell Polycarbonate Panels

16mm thick with 5 cells - 6 walls structure over MS

Supporting structures. Panel Width shall be 900mm to

ensure best performance for wind uplift. The panels

shall be uniform in color with an integral Microcell core

with softlight finish to give diffused light. In a cross

section, the core shall be constructed of microcells not

exceeding 4mm x 4mm and shall be square/rectangular

in appearance. Panels shall be coextruded with UV

Protection layers with thickness and concentration to

filter and block more than 99% of the UV rays (UVA

and UVB) through a clear panel. The weight of the only

panel shall not be less than 3250 gram per square meter.

7.3 NSR Panel shall have U value not more than 1.9 W/m2k and sqm 112.06 - 5,552.00 - 6,22,134.91

UV transmission of less than 0.1% with UV filtration

test AS No.1067-1990. Panel and system should have

impact and shock resistance with D1-10j -M 50 ,300 J -

M 50 400 J. Panel should achieve minimum sound

absorption level 20 DB with third party Test certificate.

Panel system shall have Vertical Standing Seam 15mm

at both sides and snap-on connector to interlock the

panels with a grip-lock 2 tooth locking mechanism to

ensure maximum uplift capability. Panels shall be fixed

on Purlins (paid separately) with special SS Expansion

fastener with design load 5000 Newtons per expansion

fastener and polycarbonate U/2 connectors. Panel

system shall be sealed with additional Tape / End caps /

STEEL WORK SUB HEAD TOTAL 5,69,252.32 6,22,134.91

8.0 SUB HEAD-VIII :- FLOORING

Signature of Bidder Page 18 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry mixed

8.1 11.26 with pigment to match the shade of the slab, including

rubbing and polishing complete with base of cement

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

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

dado and pillars laid on 12 mm (average) thick cement

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

grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing

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 up to 1.05 metre.

Providing and fixing Ist quality ceramic glazed wall tiles

conforming to IS: 15622 (thickness to be specified by

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

shades except burgundy, bottle green, black of any size

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

steps and dados, over 12 mm thick bed of cement mortar

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

Signature of Bidder Page 19 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing and laying rectified Glazed Ceramic floor tiles

of size 300x300mm or more (thickness to be specified

by the manufacturer), of 1st quality conforming to IS :

15622, of approved make, in colours White, Ivory, Grey,

8.6 11.39 Fume Red Brown, laid on 20 mm thick cement mortar sqm 220.00 1,088.40 - 2,39,448.00 -

1:4 (1 Cement: 4 Coarse sand), jointing with grey

cement slurry @ 3.3kg/sqm including grouting the joints

with white cement and matching pigments etc.,

Providing and laying vitrified floor tiles in different

sizes (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and conforming

8.7 11.41 to IS : 15622, of approved make, in all colours and

shades, laid on 20mm thick cement mortar 1:4 (1 cement

: 4 coarse sand), including grouting the joints with white

cement and matching pigments etc., complete.

Providing and laying Vitrified tiles in different sizes

(thickness to be specified by manufacturer), with water

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

15622, of approved make, in all colours & shade, in

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

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

the joint with white cement & matching pigments etc.

FLOORING SUB HEAD TOTAL 53,19,250.24 -

Signature of Bidder Page 20 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

9.0 SUB HEAD-IX :- WATER PROOFING WORK

Providing and laying water proofing treatment in sunken

portion of WCs, bathroom etc., by applying cement

slurry mixed with water proofing cement compound

consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm

mixed with water proofing cement compound @ 0.253

kg/ sqm. This layer will be allowed to air cure for 4

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

mixed with water proofing cement compound @ 0.126

kg/sqm. This layer will be allowed to air cure for 4 hours

followed with water curing for 48 hours.

(The rate includes preparation of surface, treatment and

sealing of all joints, corners, junctions of pipes and

masonry with polymer mixed slurry.)

Providing and laying integral cement based water

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc

consisting of following operations:

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

kg/sqm of cement admixed with water proofing

compound conforming to IS. 2645 and approved by

Engineer-in-charge over the RCC slab including

adjoining walls upto 300 mm height including cleaning

the surface before treatment.

Signature of Bidder Page 21 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

(b) Laying brick bats with mortar using broken

bricks/brick bats 25 mm to 115 mm size with 50% of

cement mortar 1:5 (1 cement : 5 coarse sand) admixed

with water proofing compound conforming to IS : 2645

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

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

sand) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-

charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding

of junctions of walls and slabs.

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

coat of cement slurry using 2.75 kg/ sqm of cement

admixed with water proofing compound conforming to

IS : 2645 and approved by Engineerin-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 and approved by Engineerin-charge including

laying glass fibre cloth of approved quality in top layer

of plaster and finally finishing the surface with trowel

with neat cement slurry and making pattern of 300x300

mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing and

for final test. All above operations to be done in order

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

With average thickness of 120 mm and minimum

thickness at khurra as 65mm.

9.3 22.14 Grading roof for water proofing treatment with

Signature of Bidder Page 22 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand) cum 81.70 11,981.80 - 9,78,853.15 -

Providing and laying broken AAC Block in sunken

portion of W.C. & kitchen. These broken Block mixed

with cement mortar 1:8 ( 1 cement : 8 coarse sand) laid

and compacted properly including supply of labour,

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

Engineer-in-charge.

Providing gola 75x75 mm in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 stone aggregate 10 mm and

down gauge), including finishing with cement mortar

1:3 (1 cement : 3 fine sand) as per standard design :

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

9.6 12.22 nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, each 23.00 244.05 - 5,613.15 -

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

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

edges and making and finishing the outlet complete.

WATER PROOFING WORK SUB HEAD TOTAL 34,45,125.00 2,02,158.63

10.0 SUB HEAD-X :- FINISHING WORK

10.1 13.1 12mm cement plaster of mix :

Signature of Bidder Page 23 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

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

brick wall of mix :

18 mm cement plaster in two coats under layer 12 mm

thick cement plaster 1:5 (1 cement : 5 coarse sand)

finished with a top layer 6 mm thick cement plaster 1:6

(1 cement : 6 fine sand).

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine

Providing and Applying plaster of Paris putty of 2mm

10.5 13.26 thickness over Plastered surface to prepare the surface sqm 7,924.00 115.15 - 9,12,448.60 -

even and smooth complete

10.6 13.37 White washing with lime to give an even shade:

13.37.1 New work (three or more coats) sqm 2,657.50 28.55 - 75,871.51 -

Colour washing such as green, blue or buff to give an

New work (two or more coats) with a base coat of white

washing with lime

Wall painting with premium acrylic emulsion paint of

interior grade, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre. Of

Approved brand and manufacture, including applying

additional coats wherever required to achieve even

shade and colour.

Signature of Bidder Page 24 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

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 3,000.00 121.55 - 3,64,650.00 -

Providing & fixing Chicken wire mesh on joints of RCC

10.10 NSR & Brick work before plastering complete in the direction sqm 943.90 - 186.00 - 1,75,565.40

of Engineer-in-charge.

Finishing walls with textured exterior paint of required

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

13.45.1 sqm) over and including priming coat of exterior primer sqm 3,563.00 161.15 - 5,74,177.45 -

applied @ 2.20kg/10 sqm

18 mm thick moulded cement mortar band in two coats

under layer 12 mm thick with cement mortar 1:5 (1

cement : 5 coarse sand) top layer 6 mm thick with

cement mortar 1:4 (1 cement : 4 fine sand).

Extra for plastering on circular work not exceeding 6 m

Extra for plastering done on moulding, cornices or

architraves including neat finish to line and level:

FINISHING WORK SUB HEAD TOTAL 65,77,963.35 1,75,565.40

11.0 SUB HEAD-XI :- ALUMINIUM WORK

Signature of Bidder Page 25 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing and fixing aluminum work for doors,

windows, ventilators and partitions with extruded built

up standard tubular sections/ appropriate Z sections

and other sections of approved make conforming to IS:

733 and IS : 1285, fixed with rawl plugs and screws or

with fixing clips, or with expansion hold fasteners

including necessary filling up of gaps at junctions, at

11.1 21.1 top, bottom and sides with required PVC/neoprene felt

etc. Aluminum sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminum snap beading

for glazing / paneling, C.P. brass / stainless steel screws,

all complete as per architectural drawings and the

directions of Engineer-in-charge. (Glazing and paneling

to be paid for separately) :

21.1.1 For fixed portion

Powder coated aluminum (minimum thickness of

powder coating 50 micron)

For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making

11.2 21.1.2 provision for fixing of fittings wherever required

including the cost of PVC / neoprene gasket required

(Fittings shall be paid for separately).

Powder coated aluminum (minimum thickness of

powder coating 50 micron)

Signature of Bidder Page 26 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

Providing and fixing glazing in aluminum door,

windows, ventilator shutters and partitions etc. with

PVC/ neoprene gasket etc. complete as per the

architectural drawings and the directions of the Engineer-

in-Charge. (Cost of aluminum snap beading shall be

paid in basic item).

a) 21.3.1 With float glass panes of 4.0mm thickness sqm 179.28 999.60 - 1,79,208.29 -

With float glass panes of 8 mm thickness (weight not

less than 20 kg/ sqm)

Extra for providing frosted glass panes 4 mm thick

instead of ordinary float glass panes 4 mm thick in

11.4 9.12 doors, windows and clerestory window shutters. (Area sqm 10.80 214.05 - 2,311.74 -

of opening for glass panes excluding portion inside

rebate shall be measured).

Filling the gap in between aluminum frame & adjacent

RCC/ Brick/ Stone work by providing weather silicon

11.5 21.8 sealant over backer rod of approved quality as per metre 1,027.40 79.45 - 81,626.93 -

architectural drawings and direction of Engineer-in-

charge complete.

Providing and fixing 12 mm thick prelaminated particle

board flat pressed three layer or graded wood particle

board conforming to IS: 12823 Grade l Type ll, in

11.6 21.2 panelling fixed in aluminum doors, windows shutters

and partition frames with C.P. brass / stainless steel

screws etc. complete as per architectural drawings and

directions of engineerin-charge.

Pre-laminated particle board with decorative lamination

Signature of Bidder Page 27 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSRAMOUNT

ALUMINIUM WORK SUB HEAD TOTAL 24,41,728.01 -

Signature of Bidder Page 28 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SUMMARY OF COST - EXTERNAL DEVELOPMENT

BOUNDARY WALL, ESS, GUARD ROOM, TOILET BLOCK, ROAD, ENTRANCE GATE, HORTICULTURE

PWD SOR Total Amount

PWD SOR Total Amount

Sl.No. Description DSR-Amount NSR-Amount

AMOUNT DSR+SOR+NDSR

2 CONCRETE WORKS 5,21,450 - - 5,21,450

6 FINISHING WORKS 13,98,813 - - 13,98,813

8 WATER PROOFING WORK 3,20,308 - - 3,20,308

HORTICULTURE & LANDSCAPING

Signature of Bidder Page 29 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

1.0 SUB HEAD-I :- EARTH WORKS

Carriage of good earth by mechanical transport including loading, unloading and

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual

means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on

1.2 2.6 plan) including disposal of excavated earth, lead up to 50 m and lift upto 1.5m,

disposed earth to be levelled and neatly dressed. at site at any location and lead up

to 50M and lift up to 1.5M, disposed earth to be levelled and neatly dressed.

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

1.3 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each cum 1051.47 219.65 - 2,30,955.99 -

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

ramming, consolidating and dressing complete.

Total Carried to Summary 5,88,701.00 -

2.0 SUB HEAD-II :- CONCRETE WORKS

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm

Total Carried to Summary 5,21,450.00 -

Signature of Bidder Page 30 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

3.0 SUB HEAD-III :- RCC WORK

3.1 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

3.1.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. sqm 302.00 284.85 - 86,024.70 -

3.1.2 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 116.00 693.05 - 80,393.80 -

3.1.3 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 596.67 552.05 - 3,29,393.55 -

3.1.4 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 649.41 733.70 - 4,76,470.65 -

3.1.5 5.9.16 Edges of slabs and breaks in floors and walls.

3.1.6 5.9.19 Weather shade, chajjas, corbels etc. Including edges. sqm 113.00 766.75 - 86,642.75 -

Providing and laying in position machine batched and machine mixed design mix

M-25 grade cement concrete for reinforced cement concrete work, using cement

content as per approved design mix, including pumping of concrete to site of laying

but excluding the cost of centering, shuttering, finishing and reinforcement,

3.2 5.33 including admixtures in recommended proportions as per IS: 9103 to accelerate,

retard setting of concrete, improve workability without impairing strength and

durability as per direction of Engineer-in-charge.“(Note :- Cement content

considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design

mix is payable/recoverable separately).

3.2.1 5.33.1 All works upto plinth level cum 191.96 7,997.30 - 15,35,124.36 -

3.2.2 5.33.2 All works above plinth level upto floor V level cum 118.01 9,400.85 - 11,09,408.96 -

STEEL REINFORCEMENT

5.22 & Steel reinforcement for R.C.C. work including straightening, cutting,bending,

5.22A placing in position and binding all complete upto plinth level.

3.3.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 0.00 83.50 - - -

Signature of Bidder Page 31 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

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

bending,placing in position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 40148.86 83.50 - 33,52,429.81 -

Total Carried to Summary 70,88,633.00 -

4.0 SUB HEAD - IV - BRICK WORK

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

designation 7.5 in foundation and plinth in:

4.1.1 6.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 73.16 6,376.25 - 4,66,462.57 -

Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to

4.2 6.34 IS:12894-2002, class designation 10 average compressive strength in super

structure above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 229.92 7,280.70 - 16,74,004.21 -

HALF BRICK MASONRY

Half brick masonry with non modular fly ash lime Gypsum bricks (FALG bricks)

4.3 6.45 class designation 10, conforming to IS : 12894, in super structure above plinth and

upto floor V level.

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 52.00 941.50 - 48,958.00 -

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third

course of half brick masonry.

Total Carried to Summary 21,93,590.00 -

5.0 SUB HEAD - V - STEEL WORK

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

5.1 10.25 fixing in position and applying a priming coat of approved steel primer using

structural steel etc. as required.

5.1.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg 2669.44 131.00 - 3,49,696.64 -

Signature of Bidder Page 32 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

Supplying and fixing rolling shutters of approved make, made of required size M.S.

laths, interlocked together through their entire length and jointed together at the end

by end locks, mounted on specially designed pipe shaft with brackets, side guides

5.2 10.6 and arrangements for inside and outside locking with push and pull operation

complete, including the cost of providing and fixing necessary 27.5 cm long wire

springs manufactured from high tensile steel wire of adequate strength conforming

to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 10.80 2,944.10 - 31,796.28 -

5.3 10.7 Providing and fixing ball bearing for rolling shutters. each 6.00 419.85 - 2,519.10 -

Extra for providing mechanical device chain and crank operation for operating

rolling shutters.

10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. sqm 10.80 1,106.55 - 11,950.74 -

Extra for providing grilled rolling shutters manufactured out of 8 mm dia.M.S. bar

5.5 10.9 instead of laths as per design approved by Engineer-in-charge.(area of grill to be sqm 3.60 668.95 - 2,408.22 -

Total Carried to Summary 3,98,371.00 -

6.0 SUB HEAD-VI :- FINISHING WORK

6.1 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1

6.2 13.11 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 sqm 1997.00 399.30 - 7,97,402.10 -

cement : 6 fine sand).

6.3 13.16.1 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) sqm 168.00 227.35 - 38,194.80 -

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat

Signature of Bidder Page 33 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

Providing and Applying plaster of Paris putty of 2mm thickness over Plastered

surface to prepare the surface even and smooth complete

6.6 13.37 White washing with lime to give an even shade:

13.37.1 New work (three or more coats) sqm 564.72 28.55 - 16,122.76 -

6.7 13.39 Colour washing such as green, blue or buff to give an even shade

13.39.1 New work (two or more coats) with a base coat of white washing with lime sqm 564.72 38.95 - 21,995.84 -

6.8 13.45 Finishing walls with textured exterior paint of required shade :

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

priming coat of exterior primer applied @ 2.20kg/10 sqm

Painting with synthetic enamel paint of approved brand and manufacture to give an

6.9.1 13.61.1 Two or more coats on new work sqm 442.16 121.55 - 53,745.05 -

Total Carried to Summary 13,98,813.00 -

7.0 SUB HEAD-VII :- FLOORING WORK

52 mm thick cement concrete flooring with concrete hardener topping, under layer

40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) and top layer 12mm thick cement hardener

7.1 11.4 consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm sqm 38.00 787.50 - 29,925.00 -

nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement

or as per manufacturer's specifications. This includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.

Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3

coarse sand), finished with a floating coat of neat cement.

Signature of Bidder Page 34 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR 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 Engineer-in-

7.3 8.31 Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement sqm 59.00 1,030.30 - 60,787.70 -

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

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or

more (thickness to be specified by the manufacturer), of 1st quality conforming to

IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid

on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey

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

matching pigments etc., complete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified

by the manufacturer) with water absorption less than 0.08% and conforming to IS :

7.5 11.41 15622, of approved make, in all colours and shades, laid on 20mm thick cement

mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white

cement and matching pigments etc., complete.

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

manufacturer), with water absorption less than 0.08 % and conforming to I.S.

7.6 11.46 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12

mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting

the joint with white cement & matching pigments etc. complete.

FLOORING SUB HEAD TOTAL 1,74,916.00 -

8.0 SUB HEAD-VIII :- WATER PROOFING WORK

Providing and laying integral cement based water proofing treatment including

8.1 22.7 preparation of surface as required for treatment of roofs, balconies, terraces etc

consisting of following operations:

Signature of Bidder Page 35 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed

with water proofing compound conforming to IS. 2645 and approved by Engineer-

in-charge over the RCC slab including adjoining walls upto 300 mm height

including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm

size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water

proofing compound conforming to IS : 2645 and approved by Engineer-in-charge

over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand)

admixed with water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge to required slope and treating similarly the adjoining walls upto

300 mm height including rounding of junctions of walls and slabs.

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

2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS :

2645 and approved by Engineerin-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 and approved by Engineerin-charge including laying glass fibre cloth of

approved quality in top layer of plaster and finally finishing the surface with trowel

with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period

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

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

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65mm. sqm 150.00 1,398.50 - 2,09,775.00 -

8.2 22.14 Grading roof for water proofing treatment with

22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand) cum 7.00 11,981.80 - 83,872.60 -

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

8.3 12.21 stone aggregate 10 mm and down gauge), including finishing with cement mortar

1:3 (1 cement : 3 fine sand) as per standard design :

Signature of Bidder Page 36 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

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

8.4 12.22 nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm each 13 244.05 - 3,172.65 -

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

the edges and making and finishing the outlet complete.

WATER PROOFING WORK SUB HEAD TOTAL 3,20,308.00 -

9.0 SUB HEAD-IX :- ROAD WORKS

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne

capacity after excavating earth to an average of 22.5 cm depth, dressing to camber

and consolidating with road roller including making good the undulations etc. and

re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture

conditions to give at least 95% of the maximum dry density (proctor density).

PAINTING ROAD / RUNWAY MARKING

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

uniform finish with road marking paint of superior make as approved by the

Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other

foreign material etc. and lining out complete

16.47.1 New work (Two or more coats) sqm 132.38 150.85 - 19,969.52 -

Providing and laying 60mm thick factory made cement concrete interlocking paver

block of M-30 grade made by block making machine with strong vibratory

9.4 16.68 compaction and of approved size and design/shape laid in required colour and sqm 330.95 859.35 - 2,84,401.88 -

pattern over and including 50 mm thick compacted of coarse sand, filling the joints

with coarse sand etc. all complete as per direction of engineer-in-charge.

Signature of Bidder Page 37 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,

jointed with neat cement slurry mixed with pigment to match the shade of tiles,

including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar

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

11.20.2 Medium shade pigment using 50% white cement 50% Grey cement sqm 330.95 1,104.25 - 3,65,451.54 -

Providing and laying at or near ground level factory made kerb stone of M-25 grade

cement in position to the required line ,level and curvature jointed with cement

mortar 1:3 (1 cement : 3 coarse sand) including making joints with or without

9.6 16.69 grooves (thickness of joints except sharp curve shall not be more than 5mm) cum 40.85 8,376.15 - 3,42,190.69 -

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).

ROAD WORK SUB HEAD TOTAL 14,75,482.15 -

10.0 SUB HEAD-X :- HORTICULTURE & LANDSCAPING

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

serviceable materials and then disposing of surplus soil, by spreading and neatly

10.1 2.1 leveling within a lead of 50 m and making up the trenched area to proper levels by Cum 218.00 68.70 - 14,976.60 -

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

flooding trench with water (excluding cost of imported earth, sludge or manure).

Supplying and stacking of good earth at site including royalty and carriage up to 1

km (earth measured in stacks will be reduced by 20% for payment).

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

10.3 2.4 carriage up to 1 km (manure measured in stacks will be reduced by 8% for

a) 2.4.1 Screened through sieve of I.S. designation 20 mm Cum 109.74 229.95 - 25,234.94 -

b) 2.4.2 Screened through sieve of I.S. designation 16 mm Cum 109.74 262.05 - 28,757.63 -

c) 2.4.3 Screened through sieve of I.S. designation 4.75 mm Cum 109.74 287.75 - 31,577.97 -

10.4 2.7 Fine dressing of the ground Sqm 0.00 3.25 - - -

Signature of Bidder Page 38 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

Spreading of sludge, dump manure and / or good earth in required thickness as per

10.5 2.8 direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to Cum 329.22 46.15 - 15,193.64 -

be paid separately).

Mixing earth and sludge or manure in the required proportion specified or directed

by the Officer-in-charge..

Grassing with selection No.1 grass including watering and maintenance of the lawn

for 30 days or more till the grass forms a thick lawn, free from weeds and fit for

mowing including supplying good earth, if needed (the good earth if needed shall be

paid for separately).

a) 2.10.1 In rows 5 cm apart in both directions Sqm 1097.41 15.55 - 17,064.73 -

Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds

10.8 2.35 having proper roots in green including loading, unloading, carriage and all taxes Sqm 1097.41 50.80 - 55,748.43 -

paid etc.and as per direction of officer in charge.

Digging holes in ordinary soil and refilling the same with the excavated earth mixed

with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of

earth after reduction by 20% : 1 part of stacked volume of manure after reduction

by 8%) flooding with water, dressing including removal of rubbish and surplus

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

needed to be paid for separately) :

10.10 GROUND COVERS PLANTS

Providing and Displaying of Wadelia trilobata plant,full of leaves in 15 cm size of

Poly bags & as per direction of the officer-in-charge.

Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty

ii ) 6.12 shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot each 300.00 21.55 - 6,465.00 -

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

Providing and Displaying of Iresine herbstii plant, of height 20-30 cm. full of

iii ) 6.17 branches well developed in 15 cm size of Earthen Pot / Plastic Pot & as per Each 500.00 20.50 - 10,250.00 -

direction of the officer-in-charge.

Signature of Bidder Page 39 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

10.11 TREE PLANTS

Supply and stacking of Alstonia scholaris plant of height 150-165 cm. in bag of size

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

Supply and stacking of Bauhinia blakeana (Kachnar) plant of height 120-150 cm. in

big poly bags of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of Bombax ceiba plant of height 150-165 cm. in big poly bags

of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of Grevillea robusta (Silver Oak) plant of height 150-165 cm.

in big poly bags of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of Kigelia pinnata plant of height 150-165 cm. in big poly bags

of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of Melia azedarach plant of height 120-135 cm. in big poly

bag of size 25cm as per direction of the officer-in-charge.

Signature of Bidder Page 40 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 DSR RATE NON DSR RATE DSR AMOUNT NON DSR AMOUNT

Supply and stacking of Michelia champa (Golden Champa)plant of height 90-105

cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of Putranjiva roxburghii plant of height 90-105 cm. in big

polybag of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of plant Jatropha multifida (red colour) of height 60-75 cm.

multibranched in p.bag of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of plant Calliandra hybrida of height 105-120 cm., well

branched, bushy in big size HDPE bag as per direction of the officer-in-charge.

Supply and stacking of plant Gardenia jasminoides of height 45-60 cm. with 3-4

branches 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 45-60 cm. with 3-4

branches in poly bags of size 20 cm as per direction of the officer-in-charge.

10.13 CREEPER PLANTS

Supply and stacking of Clerodendrum splendens plant of height 30 cm to 45 cm. in

20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.

Supply and stacking of Jasminum grandiflorum (chameli) plant of height 30 cm to

ii ) 9.8 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer- Each 1000.00 30.00 - 30,000.00 -

HORTICULTURE & LANDSCAPING WORKS SUB HEAD TOTAL - 5,14,135.60 -

Signature of Bidder Page 41 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 PWD SOR RATE NON DSR RATE NON DSR AMOUNT

1.0 SUB HEAD-IX :- ROAD WORKS

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in

place method normal Construction of granular sub-base by providing local material

spreading in uniform layers with motor grader on prepared surface, mixing by mix

PWD SOR in place method with rotavator at once and compacting with smooth wheel roller to

4-11-2 achieve the desired density complete as per Clause 401.4 as per Technical

Specification Clause 408.

Using Gravel mix soil

Providing, laying, spreading and compacting stone aggregates of specific sizes to

water bound macadam specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and

b) camber, applying and brooming, stone screening/binding materials to fill-up the cum 266.30 2,732.00 - 7,27,531.60 -

interstices of coarse aggregate, watering and compacting to the required density

grading 2 as per Technical Specification Clause 405.

By Mechanical Means

Providing, laying, spreading and compacting stone aggregates of specific sizes to

water bound macadam specification including spreading in uniform thickness, hand

PWD SOR packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and

4-7-3-B camber, applying and brooming, stone screening to fill-up the interstices of coarse

aggregate, watering and compacting to the required density Grading 3 as per

Technical Specification Clause 405.

By Mechanical Means

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion

PWD SOR 1:4:8 in foundations and floors including supply of all material, labour and T&P etc.

2-2 required for proper completion of the work. as per drawings and technical

specifications Clause 802, 803, 1202 & 1203

Signature of Bidder Page 42 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

DSR RATES AMOUNT

SL.NO CODE DESCRIPTION UNIT QUANTITY

2018 PWD SOR RATE NON DSR RATE NON DSR AMOUNT

e) Cement Concrete (PCC M-30) Pavement:-

Construction of Un-reinforced, Cement concrete pavement, thickness as per design,

over a prepeared sub base with 43 grade cement or any other type PCC Grade

M 30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum

capacity and appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (Steel channel, laying and fixing of wedges, steel cum 399.43 6,412.80 - 25,61,432.64 -

plates including levelling the formwork, as per drawing), spreading the concrete

with shovels, rakes, compacted using needle, and plate vibrators, finished in

continuous operation and curing of concrete slabs for 14 days, using curing

compound where specified and water finishing to lines and grade as per drawings

and technical specifications.

ROAD WORK SUB HEAD TOTAL 57,58,337.51 -

Signature of Bidder Page 43 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SUMMARY OF COST - PLUMBING AND FIRE FIGHTING WORKS WORKS

Amount as per DSR-18 Amount as per Non - Total DSR-2018 +

SL.NO Description

Items (A) Scheduled Items (B) NSR Amount

1 SANITARY INSTALLATIONS 6,70,635.90 2,76,655.63 9,47,291.53

2 DRAINAGE INSTALLATIONS 9,05,130.03 79,154.00 9,84,284.03

3 WATER SUPPLY INSTALLATIONS 5,33,359.45 85,818.00 6,19,177.45

4 EXTERNAL DRAINAGE INSTALLATIONS 18,81,981.26 - 18,81,981.26

MISCELLANEOUS WORKS , PUMPS, WTP

FIRE FIGHTING WORKS

2 PIPING AND EXCAVATION WORKS 1,73,469.45 - 1,73,469.45

3 PUMPS AND EQUIPMENTS - 3,29,237.00 3,29,237.00

4 FIRE EXTUINGUISHERS - 1,51,659.00 1,51,659.00

Signature of Bidder Page 44 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

SUBHEAD-I(A): SANITARY INSTALLATIONS (As PER D.S.R-2018)

Providing and fixing white vitreous china extended wall

mounted water closet of size 780x370x690 mm of approved

shape including providing and fixing vitreous china cistern

with duel flush fitting, of flushing capacity 3 litre/6litre

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

fitting, nuts, boltsand gasket etc complete.

Providing and fixing white vitreous china battery based infrared

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

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

consumption), having water inlet from back side, including

fixing to wall with suitable brackets all as per manufacturers

specification and direction of Engineer-in-charge.

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

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

including painting of fittings and brackets, cutting and making

good the walls wherever require :

White Vitreous China Flat back wash basin size 550x 400 mm

with single 15 mm C.P. brass pillar tap

White Vitreous China Wash basin size 630x450 mm with a

single 15 mm C.P. brass pillar tap

Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink

as per IS 13983

1.4.1 17.10.1 Kitchen sink with drain board

Signature of Bidder Page 45 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

1.4.2 17.10.2 Kitchen sink without drain board

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

including P.V.C.

1.5.1 17.28.2 Flexible Pipe

Providing and fixing mirror of superior glass (of approved

quality) and of required shape and size with plastic moulded

frame of approved make and shade with 6 mm thick hard board

1.9.1 17.32.1 Circular shape 450mm dia. Each 731.30 - -

1.9.2 17.32.2 Rectangular shape 453x357mm Each 598.30 - -

1.6 17.70 Providing and fixing PTMT Bottle Trap for Wash basin

Bottle trap 31 mm single piece moulded with height of 270 mm,

effective length of tail pipe 260 mm from the centre of the waste

coupling 77 mm breadth with 25 mm minimum water seal,

weighing not less than 260 gms.

Providing and fixing PTMT liquid soap container 109mm wide,

125mm high and 112mm distance from wall of standard shape

with bracket of the same materials with snap fittings of approved

quality and colours weighing not less than 105 gms

Providing and fixing PTMT towel ring trapezoidal shape 215mm

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

face with concealed fittings arrangement of approved quality and

colours weighing not less than 80 gms

Signature of Bidder Page 46 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing and fixing C.P. brass bib cock of approved quality

conforming to IS: 8931

Providing and fixing C.P. brass long body bib cock of approved

1.10 18.51 quality conforming to IS standards and weighing not less than

Providing and fixing C.P. brass angle valve approved quality

conforming to IS 8931..

Providing & fixing 600 x 450mm beveled edge mirror of

superior glass (of approved quality) complete with 6mm thick

hard board ground fixed to wooden cleats with C.P. brass screws

and washers complete.

Providing and placing on terrace (at all floors) polyethylene

water storage tank, ISI:12701 marked, with cover and sitable

1.13 18.48 locking arrangement and making necessary holes for inlet, outlet litre - 8.80 - -

nad outflow pipes but without fittings and the base support for

TOTAL C/F TO SUMMARY 670635.90 0.00

SUBHEAD-I(B): SANITARY INSTALLATIONS (NON-SCHEDULED ITEMS)

Supplying, storing, handling, shifting, installation, testing and

1.1 NSR commissioning of CP flxible hose, spray, wall flange etc. Each 25.00 1,912.00 - 47,800.00

Signature of Bidder Page 47 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing & fixing PTMT swivelling shower, 15mm nominal

bore.weighing not less than 40 gms with spout flow rate < 6 litre

per minute with wall flange complete with adjustable type arm

with wall flange with slip fit connection.

Providing and fixing C.P concealed single lever diverter with

1.3 NSR spout and thermostatic mixer with shut off valve and diverter, Each - 6,312.00 - -

including cutting and making good the walls, wherever required.

Providibng and fixing straight type Macfit single body push fit

type WC pan connector with factory supplied spring loaded seal

1.4 NSR guard of McAlpine, UK with integral single mould sealing fins Each 25.00 848.79 - 21,219.63

made of flexible EVA body, including bush/adaptor for use with

C.I. Pipe as supplied with the pan connector.

Providing & fixing deck mounted / wall mounted single lever

1.5 NSR sink mixer with swinging spout complete, including cutting and Each 3.00 6,159.00 - 18,477.00

making good the walls wherever required.

Providing, Installing & fixing storage type water heater of

approved shade with copper container, glasswool insulation,stove

enamelled M.S jacket, thermostatically controlled inner heater

1.6 NSR with pilot neon lamps, 15mm inlet stop cock valve, on inlet

connection, 15mm dia C.P flexible connection pipe in inlet &

outlet suitable for working pressure of 8 kg/sqcm complete as

1.6.1 NSR Capacity 25 litres Each 3.00 7,077.00 - 21,231.00

Signature of Bidder Page 48 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing and fixing Differecially abled toilets including Wash

basin, Water closet,Cistern, grab bars & hand rails etc. The rate

1.7 NSR include cost of all material & labour involved in the item

complete and all as per direction of engineer incharge.

For physically handicap person consisting of;

Wall mounted WC Pan-01 no. with built in Jet of Cera CAT

Concealed Cistern Cistern-01 no. of Cera CAT no. B1110108 &

c) Soft Close Seat Cover -01 no of Cera CAT no.B1520106

d) Wall hung Wash Basin -01 no of Cera CAT no.S2040147

e) Spatula Single lever Cera CAT no F9030451

Wall mounted Grab bar 600 mm long - 2 nos of Cera CAT

Wall mounted Hinged hand rail 750 x 100-01 no Cera CAT no

h) Bottle Trap Cera CAT no F8060403

i) Waste Coupling Cera CAT no F8050101

j) Stainless soap dish Cera CAT no F5007106

k) Tissue paper holder Cera CAT no F5007110 Each 4.00 41,982.00 - 1,67,928.00

TOTAL C/F TO SUMMARY - 2,76,655.63

SUBHEAD-II(A): DRAINAGE INSTALLATIONS (AS PER D.S.R.2018)

2.1 10.2 Providing and fixing bolts including nuts and washers complete. Kg. 30.00 128.45 3,853.50 -

Painting steel work with synthetic enamel paint of approved

2.3 13.62.1 brand and manufacture to give an even shade, two or more coats sqm 20.00 78.80 1,576.00 -

Signature of Bidder Page 49 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

2.2 Providing and fixing soil, waste, vent and rain water pipes

2.3 17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS 3989 Rm 173.00 1,092.20 1,88,950.60 -

Providing and fixing bend of required degree with access door,

insertion rubber washer 3mm thick, bolts and nuts complete.

Providing and fixing heel rest sanitary bend, in 100mm

Centrifugally cast (spun) iron pipe S&S

Providing and fixing single equal plain junction of reqd. degree

2.6 17.43 with access door, insertion rubber washer 3mm thick, bolts and

Providing and fixing door piece, insertion rubber washer 3mm

2.7 17.55.1 thick, bolts and nuts complete, in 100mm Centrifugally cast Each 14.00 695.80 9,741.20 -

(spun) iron pipe S&S

2.7.1 17.56 Providing and fixing terminal guard:

2.8 17.57 Providing and fixing collar.

2.8.1.1 17.57.1.2 Centrifugally cast (spun) iron pipe S&S Each 14.00 409.45 5,732.30 -

Providing lead caulked joints to centrifugally cast (spun iron

pipes and fittings of diametre.

Signature of Bidder Page 50 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing and fixing cast iron trap of self cleansing design with

cast iron screwed down or hinged grating with or without vent

arm complete, including cost of cutting and making good the

walls and floors.

100 mm inlet and 100 mm outlet centrifugally cast (spun) iron

Painting sand cast iron / centrifugally cast iron( spun) iron soil,

waste vent and rain water pipes and fittings with paint of any

colour such as chocolate, grey or buff etc. over a coat of primer

(of approval quality) for new work

Providing and fixing G.I. Pipes complete with G.I. Fittings and

2.12 18.10 clamps. including cutting and making good the walls etc.

required for waste connection from W.B. , A.S.P., etc. Complete.

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

or low pressure, with plastic floats complete :

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

approved quality (screwed end) :

Signature of Bidder Page 51 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

18.17.3 40 mm nominal bore. Each - 678.40 - -

Providing and laying S & S centrifugally cast (spun) iron pipes

(Class LA) Conferming to IS-1536:

Providing lead caulked joints to spun iron or C.I. pipes and

2.16 18.28 specials, including testing of joints but excluding the cost of pig

2.22 18.29 Supply pig lead at site of work. quintel 1.00 23,560.05 23,560.05 -

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

bitumastic paint of approved qaulity:

Providing and laying flanged C.I. standard specials such as tees,

2.17 18.66 bends, collars, tapers, caps. Etc., suitable for flanged jointing as

Providing and laying S & S C.I. standard specials such as tees,

bends, collars, tapers, caps etc. (heavy class).

Signature of Bidder Page 52 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

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

2.19 19.2 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-

round S.W. pipes including bed concrete as per standard design :

Providing & fixing in position precast RCC manhole cover and

frame of reqd. shape and approved quality.

2.20.1 19.19.4.1 Circular shape 560 internal dia. Nos 6.00 1,859.50 11,157.00 -

TOTAL C/F TO SUMMARY 9,05,130.03 -

SUBHEAD-II(B): DRAINAGE INSTALLATIONS (NON-SCHEDULED ITEMS)

Providing and fixing G.I. Inlet fitting of suitable size with 2 & 3

2.1 NSR Nos. G.I. Socket 32 & 40 welded G.I. pipe and dipped in hot

bitumen complete in all respect.

2.1.1 NSR 100 mm diameter pipe (Hopper) Each 40.00 1,460.00 - 58,400.00

Providing and fixing G.I reducer/Floor Trap/elbow (Floor Drain)

2.2 NSR of 100 x 50mm, complete as per instructions of the Engineer in Each 9.00 981.00 - 8,829.00

charge.(grating and G.I pipe to be paid separately)

Providing and fixing flanged cleanout plug with M.S. flanged tail

pieces, blind flang, 6mm dia nut & bolts, gasket and washers

2.3 NSR fixed to C.I. Pipe with drip seal joint complete in all complete

including cutting and making good the walls and floor wherever

TOTAL C/F TO SUMMARY - 79,154.00

SUBHEAD-III(A): WATER SUPPLY INSTALLATIONS (AS PER D.S.R.2018)

Signature of Bidder Page 53 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Structual steel work welded in built up sections, trusses and

3.1 10.2 framed work including cutting, hoisting, fixing in position and kg 65.00 104.83 6,813.75 -

applying a priming coat of approved steel primer all complete.

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

3.2 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.

(Internal work Exposed on wall)

3.2.1 18.7.1 15 mm nominal outer dia pipes Rm 32.00 241.55 7,729.60 -

3.2.2 18.7.2 20 mm nominal outer dia pipes Rm 35.00 306.95 10,743.25 -

3.2.3 18.7.3 25 mm nominal outer dia pipes Rm 60.00 369.20 22,152.00 -

3.2.4 18.7.4 32 mm nominal outer dia pipes Rm 55.00 480.55 26,430.25 -

3.2.5 18.7.5 40 mm nominal outer dia Pipes Rm 66.00 648.60 42,807.60 -

3.2.6 18.7.6 50 mm nominal outer dia Pipes Rm 147.00 903.50 1,32,814.50 -

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)

pipes, having thermal stability for hot & cold water supply

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

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

pipes & fittings with one step CPVC solvent cement and the cost

of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

(Concealed work including cutting chases and making good the

concealed work including cutting chases and making good the

Signature of Bidder Page 54 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

3.3.1 18.8.1 15 mm nominal outer dia pipes Rm 132.00 409.65 54,073.80 -

3.3.2 18.8.2 20 mm nominal outer dia pipes Rm 115.00 478.15 54,987.25 -

3.3.3 18.8.3 25 mm nominal outer dia pipes Rm 189.00 561.95 1,06,208.55 -

3.3.4 18.8.4 32 mm nominal outer dia pipes Rm 46.00 679.15 31,240.90 -

Making connection of G.I. distribution branch with G.I. main of

3.4. 18.13 following sizes by providing and fixing tee, including cutting and

threading the pipe etc. complete

Constructing masonry Chamber 60x45x50 cm, inside with 75

class designation

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

water meter and valve complete with C.I. double flap surface box

400x200x200 mm (inside) with locking arrangement and RCC

top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

3.5 18.37 aggregate 20 mm nominal size) necessary excavation foundation

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

aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick

finished with a floating coat of neat cement complete as per

standard design :

3.5.1 18.37.1 With common burnt clay F.P.S. bricks,class designation 7.5 Each 2.00 8,300.25 16,600.50 -

Providing and filling sand of garding zone V or coraser grade all

round the pipes in external work

Signature of Bidder Page 55 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

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

3.7 18.10 clamps including cutting and making good the walls etc. (internal

work) exposed on wall.

TOTAL C/F TO SUMMARY 5,33,359.45 -

SUBHEAD-III (B) : WATER SUPPLY- INTERNAL WORK (NON-SCHEDULED ITEMS)

Providing and fixing insulation withThermaflex elastomeric

nitrile rubber sheets complete with plastering.

20 mm thick insulation with Thermaflex elastomeric nitrile

rubber sheets for hot water & cold water pipes exposed to sun

complete with plastering

3.1.4 NSR 32 mm dia, nominal Rm - 626.00 - -

Providing and fixing brass automatic air vent at the top of each

Providing & fixing schedule 40 pipe puddle flanges of required

3.3. NSR size to under water tanks. (Water Tank shall be constructed by

civil contractor - not included in this contract)

Signature of Bidder Page 56 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing & fixing brass mesh in elbow with necessary G.I.

Vent pipe with fittings

Providing & fixing mosquito proof brass overflow grating for

TOTAL C/F TO SUMMARY - 85,818.00

L DRAINAGE INSTALLATION (AS PER D.S.R.2018)

Excavating trenches of required width for pipe, cables etc

including excavation for sockets ,& dressing of sides ,ramming

of bottoms ,depth upto 1.5m including getting out the excavated

4.1 2.10 soil,& 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 lead of 50m.

4.1.1 All kinds of soil

Pipes, cables etc exceeding 80 mm dia but not exceeding 300

Signature of Bidder Page 57 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Constructing masonry Chamber 120x120x100 cm, inside with 75

class designation brick work in cement mortar 1:4( cement :4

coarse) for sluice valve, with C.I. surface box 100 mm. top

diameter, 160 mm bottom diameter and 180 mm deep ( inside)

with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse

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

excavation foundation concrete 1:5:10(1 cement : 5 fine sand: 10

graded stone aggregate 40 mm nominal size) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12

mm thick finished with a floating coat of neat cement complete

as per standard design :

Providing laying and jointing glazed stoneware pipes grade ‘A’

4.3 19.1 with stiff mixture of cement mortar in the proportion of 1:1 (1

cement : 1 fine sand) including testing of joints etc. complete.

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

4.4 19.2 coarse sand : 10 graded stone aggregate 40 mm nominal size)

alround SW pipes including bed concrete as per standard design.

Signature of Bidder Page 58 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing and fixing square mouth SW gully trap grade ‘A’

complete CI grating brick masonry chamber with bricks of class

designation 75 and water tight CI cover with frame of 300 x 300

mm size (inside) the weight of cover to be not less than 13.00 kg

and frame to be not less than 5 kg. as per standard design.

(COVER MIN. 4.5 KG & FRAME MIN.2.7 KG )

4.5.1 19.4.1.1 100x100mm size P type With FPS bricks Each 11.00 2,307.00 25,377.00 -

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

pipes with collars jointed with stiff mixture of cement mortar in

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

joints etc. complete.

Construction brick masonry manhole in cement mortar 1:4

(1cement : 4coarse sand) RCC top slab with 1:2:4 mix 9 with 75

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

coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse

sand 4 graded stone aggregate 20mm nominal size) foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size) inside plastering 12 mm thick

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

floating coat of neat cement and making channels in cement

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

aggregate 20 mm nominal size) finished with a floating coat of

neat cement complete as per standard design.

Signature of Bidder Page 59 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

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

frame (light duty) 455x610 mm internal dimensions total weight

of cover and frame to be not less than 38 kg (weight of cover 23

kg and weight of frame 15 kg):

4.7.2 19.7.1.2 With Sewer bricks conforming to IS : 4885 Each 23.00 10,915.65 2,51,059.95 -

Inside size 120x90 cm and 90 cm deep including C.I. cover with

frame (medium duty) 500 mm internal diameter, total weight of

4.7.3 19.7.2.2 cover and frame to be not less than 116 kg (weight of cover 58

kg and weight of frame 58 kg):

19.7.2.2 With Sewer bricks conforming to IS : 4885 Each 9.00 22,968.60 2,06,717.40 -

4.8 19.8 Extra for depth for manholes

4.8.1 19.8.1.1 Size 90 x 80 cm with FPS bricks designation 75 Each 1.50 7,503.00 11,254.50 -

4.8.2 19.8.2.1 Size 120 x 90 cm with FPS bricks designation 75 Each - 8,994.60 - -

Constructing brick masonary circular manhole 1.22m internal dia

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

4 coarse sand) inside cement plaster 12mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with a floating

coat of neat cement, foundation concrete 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 40mm nominal size) and

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

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

finished with a floating coat of neat cement all complete as per

standard design.

Signature of Bidder Page 60 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

1.68m deep with SFRC cover and frame (heavy duty HD-20

grade designation) 560mm internal diameter conforming to I.S.

12592, total weight of cover and frame to be not less than 182

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

graded stone aggregate 20mm nominal size) including centering

shuttering all complete. Excavation, foot rests and 12mm thick

cement plaster at the external surface shall be paid for

4.9.1 19.11.1.1 With F.P.S. bricks class designation 75 Each 2.00 21,235.65 42,471.30 -

Extra for depth for circular manholes 1.22m internal dia (at

bottom) with beyond 1.68m to 2.29m.

4.10.1 19.12.1 With F.P.S. bricks class designation 75 Each 2.00 8,368.40 16,736.80 -

Providing orange colour safety foot rest of minimum 6 mm thick

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

conforming to IS: 1786 having minimum cross section as 23 mm

x 25 mm and over all minimum length 263 mm and width as 165

mm with minimum 112 mm space between protruded legs having

2 mm tread on top surface by ribbing or chequering besides

necessary and adequate anchoring projections on tail length on

138 mm as per standard drawing and suitable to with stand the

bend test and chemical resistance test as per specification and

having manufacture's permanent identification mark to be visible

even after fixing, including fixing in manholes with 30x20x15cm

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

graded stone aggregate 20 mm nominal size) complete as per

Signature of Bidder Page 61 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Making connection of drain or sewer line with existing manhole

including breaking into and making good the walls, floors with

cement cincrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded

4.12 19.21.1 stone aggregate 20mm nominal size) cement plastered on both

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

with a floating coat of neat cement and making necessary

channels for the drain etc.

4.13 No of Harvesting Pits = 1 nos.(Size: 4.5 dia.x 4.5m depth)

Boring/drilling of required dia for casing/ strainer pipe, by

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

collecting samples from different strata, preparing and

4.13.1 23.1 submitting strata chart/ bore log, including hire & running

charges of all equipments, tools, plants & machineries required

for the job, all complete as per direction of Engineer -in-charge,

upto 90 metre depth below ground level.

4.13.1.1 23.1.1 All types of soil

4.13.1.2 23.1.2 Rocky strata including Boulders

Supplying, assembling, lowering and fixing in vertical position in

bore , unplasticized PVC medium well casing (RMS) pipe of

4.13.2 23.3 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.

Signature of Bidder Page 62 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

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-

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-in-charge.

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 Engineer-in-charge.

Providing and fixing factory made precast RCC perforated drain

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

1000x450x50 mm, reinforced with 8 mm dia four nos

4.13.7 23.9 longitudinal & 9 nos cross sectional T.M.T. hoop bars, including Each 8.00 1,210.85 9,686.80 -

providing 50 mm dia perforations @ 100 to 125 mm c/c,

including providing edge binding with M.S. flats of size 50 mm

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

Signature of Bidder Page 63 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Constructing brick mansonary septic tank over foundation of

1:5:10 (1 cement 5 fine sand 10 graded stone aggregate 40 mm

nominal size) cement concrete 150 mm thick, 15 mm thick

inside plaster with cement mortar 1:3 ( 1 cement 3 coarse sand)

finishing with a floating coat of neat cement outside plaster

rough finish including excavation refilling and disposal of

surplus earth, The effective depth to be 1.0 mtr. (Overall Depth

1.8 Meter). The rate shall also include 1 No. 560 mm dia

manhole cover (medium duty), 1 Nos. 75 mm CI vent cowl. The

thickness of RCC slab to be approved by the engineer-in-charge

(minimum - 150mm thick). complete as per detail drawing.

Approximate Inner Size 2.5 M X 1.5 M x 1.8 M. The thickness

of brick wall as follows: 230mm thick upto 1m, 345mm thick

between 1-1.8m, 460mm thick above 1.8m

4.14.2 2.9.2 Hard rock (requiring blasting) cum 40.00 729.00 29,160.00 -

4.14.3 2.9.3 Hard rock (blasting prohibited) cum 40.00 1,080.55 43,222.00 -

Providing and laying in position cement concrete of specified

4.14.4 4.1 grade excluding the cost of centering and shuttering - all work up

to plinth level.

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate

40mm nominal size)

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

modular) bricks of class designation 7.5 in foundation and plinth

in:rk with FPS bricks of class designation 75 in foundation and

4.14.5.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Signature of Bidder Page 64 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing and laying in position specified grade of reinforced

4.14.6 5.1 cement concrete excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to plinth level: -

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

4.14.6.2 13.1.2 Cement plaster (in fine sand)

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

and frame of required

4.14.7.2 18.12.8 for Vent purpose - GI 80mm dia pipe RM 5.00 866.40 4,332.00 -

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

4.14.8 19.32 dry brick honey comb shaft with bricks and S.W. drain pipe 100

mm diameter, 1.8 m long complete as per standard design.

TOTAL C/F TO SUMMARY 18,81,981.26 -

SUBHEAD-V(B): Miscellanious Work- Pumps, WTP etc.

Signature of Bidder Page 65 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Vertical/horizontal monoblock centrifugal transfer pumping set

with SS body and SS impeller, SS shaft mechanical seal,

connected to a TEFC induction motor suitable for 415 volts ± 3%

phase 50 cycles AC supply with a common suction header of 100

mm dia with valves on main connecting & pumps inlet and a

common delivery header with valves, includingt water shock

absorber, non return valves with MS galvanized supports and

painting with one coat of primer and two coats of synthetic

enamel paint including a 100mm dia pressure gauge, C.I. Y type

suction strainer Vibration eliminating pads under foundation, all

mounted on a common base plate of MS 80x40mm I section

bolted to RCC foundation complete in all respects.

a) Filer Feed pumps Set 1.00 1,54,130.00 - 1,54,130.00

(1 working + 1 stand by)

Capacity - 45 lpm (Each)

b) Domestic Water Transfer pump Set 1.00 1,60,938.12 - 1,60,938.12

(1 working + 1 stand by)

Capacity - 100 lpm (Each)

c) For Pump Room & Stilt Drainage Set 3.00 1,20,013.00 - 3,60,039.00

(Solid handiling capacity 12mm)

(1 working + 1 stand by)

Capacity- 100 lpm (Each)

Signature of Bidder Page 66 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Supply of Vertical Downflow Filter in MS fabricated in

accordance with IS 2825 from minimum 6 mm thick M.S. plate

on shell and minimum 8 mm thick M.S. plate on dished ends,

epoxy coated construction.The filter shall have :

a) One no. pressure tight manholes and at least one no. pressure

tight side hole for maintenance purposes.

b) Initial charge of Filter Media.

c) Complete underdrain system and raw water distributor as per

manufacturer's design.

Complete uPVC frontal face piping (10 kg/cm2 rating

conforming to IS:4985) and valves battery with CI Butterfly

valves, pressure gauges and sampling points at inlet and outlet.

etc. covering all functions of service, backwash, rinse, air release

e) Pressure gauges (100 mm dia bourdon type pressure gauge)/

sampling points as per manufacturer design.

f) All internal parts of the filtration plant shall be coated with two

coats of epoxy paint after thorough sand blasting. All external

surfaces of the plant including piping shall be coated with two

coats of red iron oxide/zinc chromate primer followed by two

coats of high gloss enamel paint .

g) The filter shall be complete with all gaskets/fasteners of

standard quality as required.

h) The filter shall be designed to give rated output at given raw

water quality and flow rate without any operational problem and

should not get any loss of performance as long as the operating

pressure remains within the given range. Any additional

provision is required to make the item complete, the same should

be included herein.

a) Activeted Carbon Filter Set 1.00 1,67,176.00 - 1,67,176.00

Capacity - 2500 lph

Signature of Bidder Page 67 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Filtration rate - 6,500 lph/m2

Filter dia approx. 450 mm

Working pressure: 4.5 kg/cm2

Test pressure : 7.0 kg/cm2

b) Dual Media Filter Set 1.00 1,53,797.00 - 1,53,797.00

Capacity - 2500 lph

Filtration rate - 6,500 lph/m2

Filter dia approx. 450 mm

Working pressure: 4.5 kg/cm

Test pressure : 7.0 kg/cm2

Signature of Bidder Page 68 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Supply, installation, testing and commissioning of the UV unit

Capacity2000 Liter/Hr Capacity shall have with reactor, cabinet

housing, cabinet cooling, treatment chamber, electrical panel,

temperature safety control, lampout alert, UV radiometer along

with UV monitoring system and UV monitoring readout panel

UV system for disinfection shall utilize high purity quartz

sleeves and high output low pressure Amalgam UV lamps. UV

Reactor MOC will be SS316L. System shall be designed to

provide a UV Dose of > 30,000 uW – Sec / sq.cm. System

should deliver a 4 lag reduction of coliforms The electrical

control system should utilize high frequency electronic bullasts

and provide efficiency of more then 90%. The reactor vessel

shall utilize internal baffles to ensure turbulent and plug flow.

The UV intensity monitoring system shall be designed in

accordance with the German DVGW W294 standard. The sensor

shall be of dry type and removable without system shutdown.

The quartz cleaning mechanism shall include a Auto wiper

system with approved Viton and rotary seals.

The system should be supplied along with the following

certificates from the manufacturer

1.Reactor MOC Certificate. 2.Lamp certificate. 3.Quartz glass

certificate of composition. 4.UV Monitoring System DVGW

W294 Certification. 5.Certificate for hydro testing @150 psi for

30 minutes. 6.Electrical Test Certificate. 7. Individual UV Lamp

Intensity test certificate. 8.Certificate of UV dosage.

Providing and fixing motor pump controller cum water level

5.4 MR indicating panel in powder coated sheet metal box in 16 gauges Set 1.00 1,07,680.31 - 1,07,680.31

M.S including the following:

Signature of Bidder Page 69 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Electronic water level controller working on magnetic type

sensing probes with necessary length of armored cable up to

Electronic minimum 4-level indicator with magnetic type

sensing probes and necessary length of armored cable upto

Arrangement of alternate switching mechanism for operational

and standby pumps.

For Water level indicators with following details:

Underground tanks

Minimum 4 level Multi level indicators with magnetic type

sensor probes complete.

Minimum 4 level Multi level indicators with magnetic type

sensor probes complete.

For water level controllers with electronic sensing probe

complete in all respect for following functions.

i) Tubewell Pumps

To start at low level in R.W tank, and to cut off at high level in

raw water tank.

ii) Filter Feed Pumps

To cut off at low level in UG raw water U.G tanks And cut off

at high level in Overhead Raw water tank.

Signature of Bidder Page 70 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

5.5 MR BORING OF 1 NO. TUBEWELL Set 1.00 1,62,804.00 - 1,62,804.00

Drilling with standard rig from ground level with suitable cutting

bits in all kinds of soils. Diameter of bore 450 mm, including

permission etc. from Competent Authorities, as required

including transportations and erection, Shifting, dismantling of

all necessary Machinery and Equipment complete as per

instructions of the Engineer-In-Charge.

Providing lowering and fixing PVC Pipe 200 mm dia (8")

Finolex or Jain or equivalent make blind pipe

Providing lowering and fixing SLOTTED 200 mm dia (8")

Finolex or Jain or equivalent make

Providing and fixing Bail plug with Hook 200 mm dia.

Providing and fixing galvanized M.S. centering guides made of

Providing and fixing galvanized M.S. housing clamp for 200mm

Providing and fixing galvanized M.S well cap for 200mm dia

Providing and laying rounded pea gravel washed and sieved 3 to

6mm nominal bore.

Signature of Bidder Page 71 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing and laying cement concrete 1:2:4 mix for sanitary

sealing of well at top. (App. 500mm from top).

Providing and fixing 50mm dia G.I. pipe confirming to I.S. 1239

medium class with fittings and screwed cap on top for gravel

Development of tubewell for a period of at least 72 hours by air

compressor including testing of yield and conducting step draw

Collecting water samples properly and getting them Analyzed

from a standard and reputed Laboratory (to be approved by the

Consultant) for Physical, Chemical and Bacteriological

Examinations as per details given in Annexure-A (Water samples

will have to be collected in the presence of Engineer-in-Charge,

and Tests shall be performed after development of well)

TUBEWELL RISING MAIN AND ACCESSORIES

Providing and fixing G.I. pipes Heavy Duty (Class C) complete

with G.I. Fittings ie tees, elbows, sockets, clamps etc including

painting of with Bitumastic paint 2 coats over a primer coat

complete in all respects.

Signature of Bidder Page 72 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Constructing brick masonry Tubewell chamber of 1800x 1200

mm internal diamensions with 75 class designation bricks in

cement mortar 1:4 (1 Cement: 4 Coarse sand), foundation

concrete 150 mm thick in cement mortar 1:3:6 (1 Cement: 3

Coarse sand: 6 graded stone aggregate of 40 mm nominal size),

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

graded stone aggregate 20 mm nominal size) finished with a coat

of neat cement including Cement Slurry, Top covering of

chamber 150 mm thick RCC Slab 1:2:4 with 2 Nos. 560 mm

diameter SFRC Cover and frame with lifting arrangement

including providing 25 mm dia Weep holes @ 450 mm C to C,

necessary excavation, with 12 mm thick plastering in cement

mortar 1:4 (1 Cement: 4 Coarse sand) inside and outside finished

with a floating coat of neat cement complete as per Sketch.

Providing and Fixing submersible pump for suitable rating, with

50 mm dia G.I. column pipe and fittings, chrome steel shaft,

suitable for operation on 415 volts + 5% - 15 %, 50 C/s A.C 3

phase supply, speed 2900 RPM, including necessary submersible

cable of 1x3x2.5 Sq. m. size, outdoor type M.S. control panel,

guide wire for lifting and lowering of pump, M.S. galvanized

lifting chain, and all other accessories required to make it

completely functional as per the satisfaction of the Engineer-In-

Charge, based upon the following specifications:

Discharge: Approx. 4,000 LPH

Recommended Head : 60 M min.

Control Panel - 1 Nos, DOL starter of required rating (M.S.

Fabricated in cubicle pattern).

Signature of Bidder Page 73 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

Providing, fixing, testing and commissioning of RO Unit,

5.6 MR pressure release valve, storage tank complete including cutting

and making good the floors / walls wherever required.

Capacity : 35 LPD with storage tank of 35 litres . Set 2.00 40,403.00 - 80,806.00

Electrical Works - Plumbing(NON-SCHEDULED ITEMS)

5.7 MR Electrical Pumps Panel Set 1.00 1,67,176.00 - 1,67,176.00

For filter feed pumps, domestic water hydro-pneumatic pumps,

auto chemical doser sump pump etc. in plant room.

a) One incoming main isolation MCCB of required rating.

Fully taped aluminum bus bar of required capacity in a separate

bus bar chamber.

Isolation switch units with MCCB of required rating, for all

c) Hydro-pneumatic pump control panels, + each unit as per details

Fully automatic DOL starter with push button and ON/OFF

indicating lights for each unit, for following requirements:

i) Raw water filter feed pump 2 Nos. (1 working +1 standby) of

ii) Domestic Water transfer pumps 2 Nos. (1 working + 1 stand

by) of required 1.5HP

iii) Sump pumps 4 Nos. (2 working + 2stand by) of required

iv) Auto chemical doser of 2 no of 0.5 HP capacity (1 working+1

standby) interlocking with raw water pumps of required HP

Rotary switches for auto/manual ON/OFF operations for each

f) Rotary duty selector switches.

Panel type voltmeter 150mm with rotary selector switch for

reading voltage between phases.

Signature of Bidder Page 74 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SL.NO DESCRIPTION UNIT QUANTITY NON

2018 DSR RATE NON DSR RATE DSR AMOUNT

h) Neon phases indicating lights on the incoming mains.

i) Single phase preventor for each motor.

j) CT Operated Relay

All internal wiring colour coded from incoming mains to various

k) switchgear, starter, meter, indicating lamp and bus bar. All the

cable entry to the panel shall be from the top.

(All for above from item (a) to (l) complete set). (The shop

drawing to be prepared and approved before fabrication)

TOTAL C/F TO SUMMARY - 16,23,522.43

Signature of Bidder Page 75 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

(DSR- QUANTITY RATE AMOUNT

S. NO. 2018) Item DESCRIPTION UNIT COURT

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

SUBHEAD-I(B): FIRE HYDRANT WORKS (NON SCHEDULED ITEMS)

1.1 Supply, installation, testing, trial run and commissioning of

hydrants all complete as required and as approved

1.1.1 NON DSR Internal hydrants/landing valves generally as specified and all

63mm dia single outlet landing valve IS marked with suitable size

bolts, nuts, washers and gaskets. Landing valve shall be TAC

First aid hose reel with 25 mm dia, 30 m long rubber hose, ball

valve, piping and nozzle

63mm reinforced rubber hoses (RRL) with male and female GM

coupling, IS marked- 15 m x 2 lengths

standard short size gunmetal branch pipe with nozzle of 20mm

nomnal bor outlet with instaneous type 63 mm dia coupling

complete IS marked & TAC approved.

Aluminium podwer coated 1200x2100 door capable of

accommodating fire hose reel, landing valve, hose pipes, fittings,

1 No. Water CO2 & 1 No. CO2 type portable fire extinguishers

& accessories. The door shall have a front glass with lock and key

arrangement & shall be painted with post office red colour

(approval shall be taken on the basis of submitted sample before

ordering) Cost of fire extinguishers not included in item rate

Liasioing with civil contractor for making 1200x600x2100

Recessed type mansoary box (by civil contractor).

1.2 NON DSR Supply, installation, testing and commissioning brass orifice

plates in pipelines to reduce pressure from 7 kg. to 3.5 kg/sq.cm. Each 0 - 1,340.00 - -

1.3 NON DSR Providing and fixing C.I. double acting air valves of approved

quality with bolts, nuts, rubber insertions etc.comp;ete ( The tail Each 3 - 1,400.00 - 4,200.00

pieces, tapers etc. if reqd. will be paid separately) 25 mm dia.

Signature of Bidder Page 76 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

(DSR- QUANTITY RATE AMOUNT

S. NO. 2018) Item DESCRIPTION UNIT COURT

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

1.4 NON DSR Supply, fabrication & laying heavy grade IS marked black mild

steel piping complete with all fittings, pipe supports, clamps,

painting etc. as approved with threaded and welded jointing for

downcomer System.

TOTAL C/F TO SUMMARY - 7,17,960.00

SUBHEAD-I(A): PIPING EXCAVATION FOR FIRE FIGHTING SYSTEM (AS PER DSR-2018)

1.1 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

1.2 4.5.1 Making 1:2:4 cement concrete supports and thrust blocks

generally as per required and approved.

1.3 18.35 Constructing masonry Chamber 120x120x100 cm, inside with 75

class designation brick work in cement mortar 1:4( cement :4

coarse) for sluice valve, with C.I. surface box 100 mm. top

diameter, 160 mm bottom diameter and 180 mm deep ( inside)

with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse

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

excavation foundation concrete 1:5:10(1 cement : 5 fine sand: 10

graded stone aggregate 40 mm nominal size) and inside plastering

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

finished with a floating coat of neat cement complete as per

standard design :

14 Providing, installation, testing and commissioning of non-return

valve of following sizes confirming to IS: 5312 complete with

rubber gasket, GI bolts, nuts, washers etc.as required :

TOTAL C/F TO SUMMARY 1,73,469.45 -

Signature of Bidder Page 77 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

(DSR- QUANTITY RATE AMOUNT

S. NO. 2018) Item DESCRIPTION UNIT COURT

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

SUBHEAD-II(B):PUMPS & EQUIPMENT (NON SCHEDULED ITEMS)

2 Electrical Motor Driven Terrace Pump :

2.1 Supplying, installing, testing & commissioning of fire authority

approved electrically driven Terrace pump suitable for

automatic/manual operation consisting of the following:

Horizontal mounted split casing type fire pump having cast iron

body, bronze impeller, stainless steel shaft & capable of delivering

900 LPM against a total head of 35 M while running at 1400

RPM complete with mechanical seal pressure gauge with GM

cock on the delivery side of pump and including 50 mm by pass

arrangement (with 50 mm valve and up to 5 meter GI class 'B'

pipe) for periodical testing of working of pumping test.

Squirrel cage, induction motor TEFC type suitable for 415 +

10%V, 3 phase, 50 Hz, AC supply, of suitable HP rating for the

above pump with synchronous speed of 1400 RPM with flexible

coupling and coupling guard .

Common bed plate for mounting pump & motor of requisite

strength manufactured out of M.S. channel as per manufacturer's

recommendation.

4 Nos. antivibration (Cushy foot) heavy duty mounting pads.

Coupling and coupling guard for direct coupling of motor and

Drain pipe with valve (25 dia) Terrace pump of:

Discharge: 900 LPM

App. head: 35 Metre

Motor HP : 12.0 or As per manufacturer recommendation

Location : Terrace

Signature of Bidder Page 78 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

(DSR- QUANTITY RATE AMOUNT

S. NO. 2018) Item DESCRIPTION UNIT COURT

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

For Supply installation, testing & commissioning of pump as per

Supply and installation of pressure gauge, fire panel as per the

requirement & Comprising:

Pressure gauges & Pressure switches with ball valve and 2 x 1.5

sq mm copper conductor wiring to motor starter panel

Water piping from system upto the gauge panel along with valves

Sheet metal enclosure with glass paneling etc. as approved

Providing, fixing, testing & commissioning of resilient rubber

lined single arch vibration eliminators suitable for raw water up to

45 deg. C temperature, working pressure 8.8 Kg/cm2 and test

pressure 14 Kg/cm2 for :-

Providing and fixing C.I double flanges suction strainer bucket

2.4 type/ “Y” type including, nuts, bolts and 3mm thick rubber

insertion complete.

Supply and installation of Butterfly Valves with matching flanges

generally as specified all complete.

TOTAL C/F TO SUMMARY - 3,29,237.00

SUBHEAD-III(B): FIRE EXTINGUSHER (NON SCHEDULED ITEMS)

3.1 Providing, storing, handling, shifting, installation, testing and

commissioning of portable fire Extinguishers as described below:

Signature of Bidder Page 79 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

(DSR- QUANTITY RATE AMOUNT

S. NO. 2018) Item DESCRIPTION UNIT COURT

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

3.1.1 NON DSR 4.5 kg carbon dioxide extinguisher, IS marked, with high pressure

discharge tube, horn, control valve, CCE approved cylinder Nos. 16 - 6,369.00 - 1,01,904.00

3.1.2 NON DSR 5 kg Mono Ammonium Phosphate (ABC) type cartridge operated

TOTAL C/F TO SUMMARY - 1,51,659.00

Signature of Bidder Page 80 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

SUMMARY OF COST - ELECTRICAL WORKS

Amount as per Non

Amount as per DSR-18 Total DSR-2018 + NSR

S.No. Description -Scheduled Items

Items (A) Amount

S.H.-I DISTRIBUTION PANELS - 14,18,945.00 14,18,945.00

SUPPLY & FIXING OF LIGHT FIXTURES &

FANS INTERNAL LIGHTING.

S.H.-V TELEPHONE & DATA SYSTEM 3,28,300.00 7,25,610.00 10,53,910.00

FIRE ALARM SYSTEM (ADDRESSABLE

S.H.-VII IP BASED CCTV SYSTEM - 8,59,557.00 8,59,557.00

S.H.-X EXTERNAL LIGHTING - 9,39,264.00 9,39,264.00

S.H.-XI SOLAR SYSTEM - 1,80,000.00 1,80,000.00

S.H.-XII SUBSTATION WORK - 24,92,883.00 24,92,883.00

Signature of Bidder Page 81 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

BILL OF QUANTITIES FOR ELECTRICAL WORKS FOR COURT AT LAKSAR

SUMMERY OF COST

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

DISTRIBUTION PANEL & DISTRIBUTION

1.0 MAIN L.T. PANEL-

Design, Manufacturing, Supply, Receiving,

Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free

standing type moisture, dust and vermin proof Main

L.T. Panel made out of 2.0 mm thick & front cover

1.6 mm thick CRCA sheet complete with following

equipments, CT's, internal wiring with suitable size

wires / cable, interconnection, painting complete as

per specification & drawing. All the incomming and

outgoing MCCB shall have 35 KA Ics. All the MCCB

up to 250 Amp shall have thermal release with

adustable overload and short circuit protection and

above shall have microprocessor release with

adjustable overload, short circuit & earthfault

1 No 500 Amp FP Moulded Case Circuit Breaker

1 No 0 to 500 Volt digital voltmeter with inbuilt

selector switch.

1 No 500 Amp digital ammeter with inbuilt selector

switch and CT's.

1 Set of phase indicating lamps with Single Pole

1 Set of ON / OFF indicating lamps with Single Pole

Signature of Bidder Page 82 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

600 Amp TPN aluminium busbar with coloured heat

shrinkable sleeve.

3No. 250 Amp TP+N Moulded Case Circuit Breaker

& 3 Nos Electronic KWH Meter with inbuilt CT &

RS 485 port for BMS connectivity.

1No. 200 Amp TP+N Moulded Case Circuit Breaker

& 1 Nos Electronic KWH Meter with inbuilt CT &

RS 485 port for BMS connectivity.

2 No. 125 Amp TP+N Moulded Case Circuit Breaker

& 2 Nos Electronic KWH Meter with inbuilt CT &

RS 485 port for BMS connectivity.

2 No. 100 Amp TP+N Moulded Case Circuit Breaker

& 2 Nos Electronic KWH Meter with inbuilt CT &

RS 485 port for BMS connectivity.

CAPACITOR BANK PANEL (100 KVAR) -

(CAPACITOR PANEL SHALL BE PART OF

MAIN L.T. PANEL)-

1 Nos. 0 to 500 Volt digital voltmeter with Voltmeter

Selector Switch & Protective SP MCB (96mm

1 No. 0 to 250 Amp digital ammeter (96mm square)

1 Sets of phase indicating lights (RYB) with

protection fuses.

1 Sets breaker 'ON' & 'OFF' indicating lamp.

8 Step Automatic Power Factor Correction relay

Signature of Bidder Page 83 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

400 Amp TPN busbars of aluminium alloy as per

3 Nos. 63 Amp TP MCCB.

3 Nos. 32 Amp TP MCCB.

3 Nos. capacitor duty contactor (one for each 25

KVAR capacitor unit).

3 Nos. capacitor duty contactor (one for each 10/5

KVAR capacitor unit).

3 Nos. 25 KVAR Capacitor Bank.

2 Nos. 10 KVAR Capacitor Bank.

1 Nos. 5 KVAR Capacitor Bank.

6 sets of push button stations Red and Green for

manual operation of capacitor units with auto/manual

selector switches.

1 No. Indicating lamp for each 25/10/5 KVAR

capacitor unit to indicate that the unit is 'ON'.

1 No. Toggle switch for changing automatic to

manual operation of capacitor units.

Power factor meter.

1 Lot of control / power wiring.

NON DSR Panel described as above Set 1 - 7,77,734.00 - 7,77,734.00

2.0 MAIN D.G. PANEL-

Signature of Bidder Page 84 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

Design, Manufacturing, Supply, Receiving,

Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free

standing type moisture, dust and vermin proof Main

D.G. Panel made out of 2.0 mm thick & front cover

1.6 mm thick CRCA sheet complete with following

equipments, CT's, internal wiring with suitable size

wires / cable, interconnection, painting complete as

per specification & drawing. All the incomming and

outgoing MCCB shall have 35 KA Ics. All the MCCB

up to 250 Amp shall have thermal release with

adustable overload and short circuit protection and

above shall have microprocessor release with

adjustable overload, short circuit & earthfault

1 Nos 250 Amp FP Moulded Case Circuit Breaker

1 No. 0 to 500 Volt digital voltmeter with inbuilt

selector switch.

1 No. 250 Amp digital ammeter with inbuilt selector

switch and CT's.

1 Set of phase indicating lamps with Single Pole

1 Set of ON / OFF indicating lamps with Single Pole

300 Amp TPN aluminium busbar with coloured heat

shrinkable sleeve.

Signature of Bidder Page 85 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

2 No. 160 Amp TP+N Moulded Case Circuit Breaker

& 2 No Dual Source Electronic KWH Meter with CT

& RS 485 port for BMS connectivity.

1 No. 100 Amp TP+N Moulded Case Circuit Breaker

& 1 No Dual Source Electronic KWH Meter with CT

& RS 485 port for BMS connectivity.

4 No. 63 Amp TP+N Moulded Case Circuit Breaker

& 4 No Dual Source Electronic KWH Meter with CT

& RS 485 port for BMS connectivity.

1 Lot of control / power wiring.

NON DSR Panel described as above Set 1 - 2,18,213.00 - 2,18,213.00

3.0 LIGHTING PANEL - (COURT BLOCK)-

Design, Manufacturing, Supply, Receiving,

Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free

standing type moisture, dust and vermin proof Floor

Distribution Panel made out of 2.0 mm thick & front

cover 1.6 mm thick CRCA sheet complete with

following equipments, CT's, internal wiring with

suitable size wires / cable, interconnection, painting

complete as per specification & drawing. All the

incomming and outgoing MCCB shall have 35 KA

Ics. All the MCCB up to 250 Amp shall have thermal

release with adustable overload and short circuit

protection and above shall have microprocessor

release with adjustable overload, short circuit &

earthfault protection.

1 No 100 Amp FP Moulded Case Circuit Breaker

Signature of Bidder Page 86 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

1 No. 0 to 500 Volt digital voltmeter with inbuilt

selector switch.

1 No. 100 Amp digital ammeter with inbuilt selector

switch and CT's.

1 Set of phase indicating lamps with Single Pole

1 Set of ON / OFF indicating lamps with Single Pole

1 Nos Electronic KWH Meter with inbuilt CT & RS

485 port for BMS connectivity.

150 Amp TPN aluminium busbar with coloured heat

shrinkable sleeve.

10 No. 25 Amp TPN Miniature Circuit Breaker.

1 Lot of control / power wiring.

NON DSR Panel described as above Set 1 - 53,714.00 - 53,714.00

4.0 POWER PANEL - (COURT BLOCK)-

Signature of Bidder Page 87 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

Design, Manufacturing, Supply, Receiving,

Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free

standing type moisture, dust and vermin proof Floor

Distribution Panel made out of 2.0 mm thick & front

cover 1.6 mm thick CRCA sheet complete with

following equipments, CT's, internal wiring with

suitable size wires / cable, interconnection, painting

complete as per specification & drawing. All the

incomming and outgoing MCCB shall have 35 KA

Ics. All the MCCB up to 250 Amp shall have thermal

release with adustable overload and short circuit

protection and above shall have microprocessor

release with adjustable overload, short circuit &

earthfault protection.

1 No 250 Amp FP Moulded Case Circuit Breaker

1 No. 0 to 500 Volt digital voltmeter with inbuilt

selector switch.

1 No. 250 Amp digital ammeter with inbuilt selector

switch and CT's.

1 Set of phase indicating lamps with Single Pole

1 Set of ON / OFF indicating lamps with Single Pole

1 Nos Electronic KWH Meter with inbuilt CT & RS

485 port for BMS connectivity.

300Amp TPN aluminium busbar with coloured heat

shrinkable sleeve.

6No. 63 Amp TPN Miniature Circuit Breaker

Signature of Bidder Page 88 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

13 No. 40 Amp TPN Miniature Circuit Breaker

1 Lot of control / power wiring.

NON DSR Panel described as above Set 1 - 72,738.00 - 72,738.00

MAIN EMERGENCY PANEL- (COURT

Design, Manufacturing, Supply, Receiving,

Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free

standing type moisture, dust and vermin proof Floor

Distribution Panel made out of 2.0 mm thick & front

cover 1.6 mm thick CRCA sheet complete with

following equipments, CT's, internal wiring with

suitable size wires / cable, interconnection, painting

complete as per specification & drawing. All the

incomming and outgoing MCCB shall have 35 KA

Ics. All the MCCB up to 250 Amp shall have thermal

release with adustable overload and short circuit

protection and above shall have microprocessor

release with adjustable overload, short circuit &

earthfault protection.

1 Nos 160 Amp FP Moulded Case Circuit Breaker

1 No. 0 to 500 Volt digital voltmeter with inbuilt

selector switch.

1 No. 150 Amp digital ammeter with inbuilt selector

switch and CT's.

1 Set of phase indicating lamps with Single Pole

1 Set of ON / OFF indicating lamps with Single Pole

1 No Dual Source Electronic KWH Meter with

inbuilt CT & RS 485 port for BMS connectivity.

Signature of Bidder Page 89 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

250 Amp TPN aluminium bus bar with coloured heat

shrinkable sleeve.

3 Nos 100 Amp TP+N Moulded Case Circuit Breaker

& 3 Nos Dual Source Electronic KWH Meter with

inbuilt CT & RS 485 port for BMS connectivity.

6 Nos 63 Amp TP+N Moulded Case Circuit Breaker

& 6 Nos Dual Source Electronic KWH Meter with

inbuilt CT & RS 485 port for BMS connectivity.

1 Lot of control / power wiring.

NON DSR Panel described as above Set 1 - 95,119.00 - 95,119.00

6.0 UPS PANEL - (COURT BLOCK)-

Design, Manufacturing, Supply, Receiving,

Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free

standing type moisture, dust and vermin proof Floor

Distribution Panel made out of 2.0 mm thick & front

cover 1.6 mm thick CRCA sheet complete with

following equipments, CT's, internal wiring with

suitable size wires / cable, interconnection, painting

complete as per specification & drawing. All the

incomming and outgoing MCCB shall have 35 KA

Ics. All the MCCB up to 250 Amp shall have thermal

release with adustable overload and short circuit

protection and above shall have microprocessor

release with adjustable overload, short circuit &

earthfault protection.

Signature of Bidder Page 90 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

2 No 63 Amp FP Moulded Case Circuit Breaker

2 No. 0 to 500 Volt digital voltmeter with inbuilt

selector switch.

2 No. 60 Amp digital ammeter with inbuilt selector

switch and CT's.

2 Set of phase indicating lamps with Single Pole

2 Set of ON / OFF indicating lamps with Single Pole

200 Amp TP+2N Copper busbar with coloured heat

shrinkable sleeve.

2 No. 40 Amp TPN Miniature Circuit Breaker.

3 No. 25 Amp TPN Miniature Circuit Breaker.

1 Lot of control / power wiring.

NON DSR Panel described as above Set 1 - 1,09,666.00 - 1,09,666.00

EXTERNAL LIGHTING PANEL (OUTDOOR

Signature of Bidder Page 91 of 127 Signature of NBCC

Digitally signed by RAHUL

BILL OF QUANTITIES

CONSTRUCTION OF COURT COMPLEX AT LAKSAR, HARIDWAR, U.K

S.No. DSR-2018 DESCRIPTION OF ITEM UNIT QUANTITY

RATE DSR RATE NON DSR AMOUNT DSR AMOUNT NON DSR

Design, Manufacturing, Supply, Receiving,

Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free

standing type moisture, dust and vermin proof

External Lighting Panel made out of 2.0 mm thick &

front cover 1.6 mm thick CRCA sheet complete with

following equipments, CT's, internal wiring with

suitable size wires / cable, interconnection, painting

complete as per specification & drawing. All the

incomming and outgoing MCCB shall have 35 KA

Ics. All the MCCB up to 250 Amp shall have thermal

release with adustable overload and short circuit

protection and above shall have microprocessor

release with adjustable overload, short circuit &

earthfault protection.

1 No. 63 Amp FP ( 35 KA Ics) Moulded Case Circuit

1 No. 0 to 500 Volt digital voltmeter with inbuilt

selector switch.

1 No. 60 Amp digital ammeter with inbuilt selector

switch and CT's.

1 Set of phase indicating lamps with Single Pole

1 Set of ON / OFF indicating lamps with Single Pole

1 Set 24 Hrs TSQ Timer

1 Set 63 Amp, 4P Contactor & A/M switch and Push

100 Amp TPN aluminium busbar.

Signature of Bidder Page 92 of 127 Signature of NBCC

Digitally signed by RAHUL